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Dam Search Results

Please note: only dams ≥ 15m which have been completed, are under construction, or due to begin RCC placement in the current year are included in the table below.

Results are sorted in the following order: Finish of RCC, Start of RCC, Finish of Project, Start of Project, Height and alphabetical by Dam Name.

← Scroll the table horizontally to view its entire width →

NameCountryOwnerPurposeRiverReservoir capacity (m3x106)Construction datesDimensionsVolumeFacingsPlacementCementitious material
StartFinishHeightLengthRCCTotalUpstreamDownstreamSpillwayLayersLiftsCementPozzolan
ProjectRCCRCCProject(m)(m)(m3x103)(m3x103)SlopeTypeSlopeTypeSlopeType(m)(m)(kg/m3)(kg/m3)
ShimajigawaJapanF I WShimaji2109/7610/7804/8003/8189240165317V
0.30
(1)
(1)
0.80(1)0.80(1)150 to
200
500
700
8436(F)
CopperfieldAustraliaWCopperfield2012/8305/8409/8409/8440340140156V(3)V
0.90
(3)
(17)
0.80(1)3003008030(F)
Middle ForkUSAF WMiddle Fork 105/8407/8409/8411/84381254243V(1)0.80(1)*conduit 300300660(-) -
Carroll E. Ecton - formerly WinchesterUSAWUpper Howard Creek206/8408/8411/8401/85233632427V(6)V
1.00
(5)
(17)
1.00(1)3003001040(-) -
GalesvilleUSAF I R WCow Creek5207/8405/8508/8510/8550290161171V(1)0.80(17)0.80(17)3003005351(F)
Castilblanco de los ArroyosSpainWCala107/8405/8510/8512/85251241420V(1)V
0.75
(1)
(1)
0.75(1)45045072
61
116
120
(F)
KengkouChinaH WYouxi 2711/8411/8504/8611/86571234362V(9)0.75(10)0.75(13)250 &
500
250 &
500
60
60
120
80
(F)
CraigbourneAustraliaI WCoal1301/8604/8606/8608/86252472224V(7)1.00(17)separate 3003007060(F)
TamagawaJapanF H I WTama25408/8009/8307/8612/901004417721150V
0.60
(1)
(1)
0.81(1)0.81(1)150 -
200
750
1000
9139(F)
Grindstone CanyonUSAWGrindstone209/8505/8607/8610/86424328896V(1)0.75(1)*0.75(1)300300760(-) -
MonksvilleUSAWWanaque2705/8503/8608/8611/8648670219232V(1)V
0.78
(1)
(17)
0.78(1)*300300640(-) -
De Mist KraalSouth AfricaI WLittle Fish409/8405/8608/8610/87303003565V(1)0.60(1)*0.60(1)*2502505858(F)
Saco de Nova OlindaBrazilF I WGravata9707/8507/8610/8606/8756230132143V(1)0.80(3)*separate 4004005515(N)
Flag Boshielo - formerly ArabieSouth AfricaI WOlifants10409/8503/8611/8607/8736455101142V(1)0.50
0.75
(1)*
(1)*
0.75(1)3003003674(S)
ZaaihoekSouth AfricaWSlang19005/8511/8503/8709/884752797134V(1)V
0.62
(1)*0.62(1)*2502503684(S)
Upper StillwaterUSAI WRock Creek3712/8309/8508/8712/879181511251281V(14)0.32
0.60
(14)
(14)
0.32
0.60
(14)*
(14)*
30030079173(F)
Los MoralesSpainWMorales206/8602/8710/8712/87282002226V(1)
(3)
0.75(3)*0.75(1)300 -
400
300 -
400
80
74
140
128
(F)
ManoJapanF H WMano3612/8304/8501/8803/9069239104219V(1)0.80(1)0.80(1)1805009624(F)
StagecoachUSAH I R WYampa4208/8706/8807/8811/88461163439V(1)0.80(1)*0.80(1)*3003007171(F)
NunomeJapanF WNunome1705/8601/8810/8812/8972322110330V
0.40
(1)
(1)
0.76(1)0.76(1)2507507842(F)
Knellpoort
[A-G]
South AfricaWRietspruit 13704/8805/8811/8809/89502004559V(1)0.60(1)*0.60(1)*25025061142(F)
Los CanchalesSpainF WLácara1505/8807/8811/8801/89322402554V(3)0.50
0.80
(3)*
(3)*
0.50(1)*25025084
70
156
145
(F)
Yuxi
[A]
ChinaWYuxi1- /85- /87- /88- /8938102            (F)
S.W. Freese (formerly Stacy - spillway)USAWColorado70005/8705/8804/8901/903117389158V(13)0.831(17)ogee(12)30030012562(C)
Longmentan Nº1ChinaH I WChanxi5312/8512/8708/8909/89581507193V
0.30
(12)
(12)
0.75(10)0.75(13)30030072
54
82
86
(F)
Wolwedans
[A-G]
South AfricaWGreat Brak2411/8710/8810/8911/9070268180210V(1)0.50(1)*0.50(1)*25025058136(F)
DodairagawaJapanF WKabura503/8606/8801/9003/9270300167350V
0.40
(1)
(1)
0.75(1)0.75(1)1805009624(F)
Quail Creek SouthUSAWQuail Creek5002/9003/9005/9008/9042610130150V(1)V
0.85
(1)
(17)
conduit 3003008053(F)
ConcepciónHondurasWConcepción3512/8812/8906/9008/90686942702900.075(2)0.80(3)*0.80(1)*4004006515(N)
WriggleswadeSouth AfricaWKubusie9407/8807/8907/9012/9034737134165V(1)V
0.62
(1)*0.62(1)*2502504466(F)
MaroñoSpainWIzoria and Idas201/8911/8908/9011/915318280910.05(3)V
0.75
(3)*
(3)*
0.75(1)*30030080
65
160
170
(F)
AsariJapanF WAsari907/8610/8709/9003/9374390259517V
0.30
(1)
(1)
0.80(1)0.80(1)1805009624(F)
HervásSpainWHervás101/8903/9009/9010/903321024430.15(1)0.70(1)*
(5)*
0.70(1)30030080155(F)
KamuroJapanF WKaneyama707/8607/8810/9008/9361257136307V
0.60
(1)
(1)
0.75(1)0.75(1)150 -
200
5009624(F)
Glen MelvilleSouth AfricaWEcca702/8804/8912/9004/913238066114V(1)V
0.75
(1)
(1)*
0.75(1)*3303306565(F)
GameleirasBrazilF I R WGameleiras14507/9012/9004/9105/91291502729V(1)   (1)*4004005213(-) -
SakaigawaJapanF H I WSakai6003/85- /8707/9101/93115298373713V
0.80
(1)
(1)
0.78(1)0.78(1)1807508436(F)
New VictoriaAustraliaWMunday Brook1008/9003/9108/9111/9152285121135V(14)0.325
0.80
(14)*
(14)*
0.325
0.80
(14)*
(14)*
30030079160(F)
Burguillos del CerroSpainWRibera de los Montes312/9005/9109/9112/91241672533V(14)0.13
0.60
(14)*0.60(13)*30030080135(F)
CholdocogagnaFranceWLessarte104/9107/9110/9112/913610019230.10(1)0.75(16)0.75(1)*300300 110(R)
Alan Henry SpillwayUSAWDouble Mountain Fork 14003/9112/9104/92- /9325842223V(13)1.10(17)ogee(1)30030011959(F)
UrdalurSpainWAlzania503/9008/9107/9210/9258396150240V(1)0.75(3)*0.75(3)*30030072108(F)
Christian E. SiegristUSAWMill409/9104/9207/92- /93402136970V(6)0.80(17)0.80(1)3003005934(F)
TaungSouth AfricaI WHarts6606/9008/9109/9205/9350320132153V(1)V
0.75
(1)
(1)*
0.75(1)*2502504466(F)
ArriaránSpainWArriarán310/9104/9209/9202/94582061101130.05(3)0.70(3)*0.70(3)*30030085135(F)
Burton GorgeAustraliaWIsaac2007/9209/9211/9212/92262856468V
1.00
(8)
(17)
0.80
1.00
(3)*
(17)
0.80(13)*300300850(-) -
RyumonJapanF I WSakoma4209/8703/9011/9203/97100378521836V
0.30
(1)
(1)
0.80(1)0.80(1)150 -
200
750 -
1000
9139(F)
JoumouaMoroccoWJoumoua707/8906/9011/9212/92572501502000.20(5)0.80(1)*0.80(1)*350350105
180
45
0
(-) -
HattabaraJapanF WAshida6008/88- /89- /9203/9885325228500V
0.20
(1)
(1)
0.75(1)0.75(1)150 -
200
7508436(F)
Puding
[A]
ChinaH I WSanchahe37703/8906/9205/9302/9475196103137V(1)0.35(1)ogee
0.35
(1)
(1)
30030085
54
103
99
(F)
TsugawaJapanF H WKamo610/8910/9107/9303/9476228222342V
0.60
(1)
(1)
0.76(1)0.76(1)2507509624(F)
Clifford D. Craig (formerly Spring Hollow)USAWoff-stream1210/9203/9308/93- /9474302222223V(6)0.80(17)none 3003005353(F)
Hudson River Nº11USAWMountain Creek 11/9204/9308/93- /93211682628V(6)0.80(1)*0.80(1)*30030011984(F)
KodamaJapanF WKodama1410/8905/9112/9303/97102280358570V
0.20
(1)
(1)
0.76(1)0.76(1)2507509136(S)
MiyatokoJapanF WMiyatoko506/8906/9012/9301/97482561722800.60(1)0.80(1)0.80(1)1805009624(F)
DaguangbaChinaH I WChanghuajiang171006/9012/9112/9307/9555827485860V(1)0.75(10)
(3)
0.75(1)3003005596(F)
SahlaMoroccoI WSahla6205/9211/9212/9307/94551601301600.20(5)0.90(1)*0.80(1)*30030085
125
15
25
(N)
Pelo SinalBrazilWTaperobá7612/91- /92- /93- /94342966989 (1)    3003006416(-) -
ShanziChinaF H I WAojiang17208/9211/9305/9406/9566274180272V(5)0.80(10)0.77(13)30030065
55
125
95
(F)
San LazaroMexicoF G WSan Lazaro1110/8504/9406/9407/94371763553V
0.20
(5)0.80(3)*0.80(13)300300100
90
220
220
(M)
Wenquanbao
[A]
ChinaF H I WTanghe710/9110/9206/94- /95481885563V(4)0.30(3)ogee(13)300300110
69
68
85
(F)
Várzea GrandeBrazilWPicuí2110/9310/9410/94- /95311352728 (1) (3)*  3003005614(N)
Cova da MandiocaBrazilI WCova da Mandioca12601/9309/9312/9412/94263607579V(1)0.75(3)*0.75(1)*4004006416(-) -
Rio da PrataBrazilWDa Prata42- /9209/9312/94- /95264056175      300300800(-) -
MiyagaseJapanF H WNakatsu19311/8711/9102/9503/01156400153720600.20
0.60
(1)
(1)
0.625(1)0.625(1)150 -
200
7509139(F)
YoshidaJapanF WYoshida207/9107/9302/9503/9675218265304V(1)0.75(1)0.75(1)2507508436(F)
ChiyaJapanF H WTakahashi2803/8909/9204/9503/9898259396670V(1)0.77(1)0.77(1)2507509139(F)
CanoasBrazilWSaõ Gonçalo6907/9308/9405/95- /965111687930.10(1)0.80(10)*0.80(1)*3003006416(N)
OhmatsugawaJapanF H WMatsu1207/9010/9206/9509/9665296141294V
0.70
(1)
(1)
0.76(1)0.76(1)2507509139(F)
Xibingxi
[A-G]
ChinaH WLongshanxi908/9312/9407/9510/9564932533V
0.08
(4)
(4)
0.65(3)ogee
0.65
(13)300 -
350
300 -
350
80
79
120
105
(F)
Guanyinge (Kwan-in-Temple)ChinaF H I WTaizi216805/9009/9109/9510/9582104012401876V
0.10
(1)
(1)
0.70(1)0.70(1)270 -
280
7509139(F)
SatsunaigawaJapanF H I WSatsunai5402/8704/9110/9503/991143005367700.40(1)0.80(1)0.80(1)2507507842(S)
EnjilMoroccoI WTaghoucht1211/9303/9410/9503/96368045570.20(5)0.80(1)*0.80(1)*300300110
150
0
0
(N)
New Peterson LakeUSAWTributary of Cache La Poudre305/9509/9511/9512/95217078V(1)0.80(1)*0.80(1)*30030014548(F)
ShiokawaJapanF I WShio1205/9308/9311/9503/99792252993880.10
0.70
(1)
(1)
0.76(1)0.76(1)2507509624(F)
UrayamaJapanF H WUrayama5803/9012/9212/9503/9915637212941750V
0.65
(1)
(1)
0.80(1)0.80(1)250750
1000
9139(F)
ShimantanChinaF I WGunhe 12007/9304/9412/9507/9641650272351V(3')0.75(3)*0.75(1)30030098
51
98
107
(F)
AcauãBrazilF I WParaíba247- /93- /93- /95- /9579674674734 (1) (3)* (1)*3003006416(N)
Passagem de TrairasBrazilR WSeridó50- /93- /94- /95- /96264582728        6416(N)
NacaomeHondurasWRio Grande Nacaome4206/9308/94- /95- /95543202503000.15(2)0.80(3)*0.80(12)*4004006421(N)
ShimagawaJapanF WShima903/91- /9405/9603/9890330390516V
0.50
(1)
(1)
0.80(1)0.80(1)2507508436(F)
Jack Turner (formerly Big Haynes)USAWBig Haynes Creek 10/9402/9506/9609/96274277274V(8)0.80(10)*0.80(10)*30030042
39
42
39
(F)
HiyoshiJapanF H WKatsura66- /8310/9407/9603/9870438440670V
0.80
(1)
(1)
0.80(1)0.80(1)250750
1000
84
77
36
33
(F)
TomisatoJapanF I WDouzan5302/92- /9502/9703/00111250355510V(1)0.76(1)0.76(1)250750
1000
84
72
36
48
(F)
WanyaoChinaF H I WDahexi 22310/9301/9505/9707/9783390320458V
0.20
(1)
(1)
0.70(5)0.75(13)3003006496(F)
TakisatoJapanF H I WSorachi10810/90- /9307/9706/00504453274550.06(1)0.80(1)0.80(1)2507508436(F)
Tie HackUSAWSouth Fork Clear Creek305/9610/9608/97- /97411706269V(1)0.80(1)*0.80(1)*3003008983(F)
ShuangxiChinaF H I WMeixihe9501/9503/9610/9712/9760221113172V(9)0.80(1)0.78(1)30030090
55
110
105
(F)
CadiangullongAustraliaWCadiangullong Creek411/9605/9712/9703/9843356114123V(3')0.75(1)*
(3')*
0.75(1)*3003009090(F)
TaolinkouChinaF H I R WQinglonghe85911/9212/9412/97- /98755005851350V
0.15
(1)0.78(1)ogee
0.65
(1)
(1)
300300135
70
70
85
(F)
Santa Clara-GOBrazilW 129- /86- /95- /97- /9747  129           
Pedro Moura Junior (formerly Belo Jardim)BrazilWIpojuca (Gravata)3705/9509/96- /97- /9856380113125 (1) (1)* (1)*3003006416(N)
BouhoudaMoroccoI WSraa5605/9504/9605/9809/98551741651860.20(5)0.80(1)*0.80(1)*300300100
120
0
0
(N)
HayachineJapanF H I WHienuki1703/9310/9506/9803/0074333141333V
0.20
(1)
(1)
0.76(1)0.76(1)2507508436(F)
Val da SerraBrazilWIbicui-Mirim2407/9711/9707/9811/98376756995V(13) (12)* (12)*3003009030(F)
GassanJapanF H I WBonji6508/8806/9410/9803/011233937311160V(1)0.80(1)0.80(1)250750
1000
9139(F)
Penn ForestUSAWWild Creek208/9609/9710/9812/9849610283283V(6)0.50(15)
(7)
conduit 3003005841(F)
Yongxi Nº3ChinaF H WDazhangxi6805/9610/9710/9809/9987198170255V(3')0.73(10)ogee
0.73
(1)
(1)
2803000115
80
95
90
(F)
JucazinhoBrazilF I R WCapiibaribe32707/9611/9610/98- /9963442442470V(12)0.75(1)*0.75(1)*3003006416(N)
RialbSpainI WSegre40201/9310/9512/9801/009963098010160.15
0.35
(1)
(1)
0.40
0.65
(1)
(1)
0.65(1)33033070
65
130
130
(F)
ChangshunChinaH WYujiang68- /9103/9712/9806/0069279170200V(3')0.74(3)0.80(1)3005000134
72
89
48
(F)
Bab LoutaMoroccoWBous Sbaa3701/9702/9802/9903/99541106377V(5)0.75(1)*0.75(13)30030065
80
15
20
(N)
Fenhe Nº2ChinaF H WFenhe13011/9608/9803/9906/0087350362448V
0.20
(1)
(1)
0.75(5)0.75(1)3003000127
60
84
93
(F)
JiangyaChinaF H I N WLoushui174107/9510/9604/99- /0113136811001310V(3')0.80(3)*ogee
0.80
(13)300300087
64  46
107
96  107
(F)
BuckhornUSAWContentea Creek 03/98- /9804/9906/09167816469V(6)    300300890(-) -
Songyue (1st Stage)ChinaF H I R WHailanhe2109/9701/9804/9909/99292714477V(1)0.73(10)conduit 300200080100(F)
TokerEritreaWToker1411/9602/9805/9908/9973263187210V(1)0.80(1)*0.80(12)*33033011085(F)
BertarelloBrazilWArroio Burati6- /9808/9807/99- /002921980115V(13) (12)* (12)*3003007218(N)
ZigaBurkina FasoWNakambe2804/9810/9808/9907/001812044 V(1)0.80(10)*0.80(12)*300300  (-) -
BaishiChinaF H I WDalinghe164509/9604/9709/9912/0049513111603V
0.10
(1)
(1)
0.70(1)0.76(1)3003007258(F)
Hongpo
[A-G]
ChinaWQinggoushui310/9707/9811/9912/99552447177V(3')0.50(1)0.50(1)30030005499(F)
Ponto NovoBrazilI WItapicuru-açu3905/9807/9812/9902/002626690105 (1) (3)* (1)3003007218(N)
KubusugawaJapanF H I WKubusu1003/9304/98- /9910/0295253364469V
0.40
(1)
(1)
0.78(1)0.78(1)2507508436(F)
OhnagamiJapanF I WSutu1903/9304/9804/0003/0372334284362V
0.25
(1)
(1)
0.79(1)0.79(1)2507508436(F)
Pickle JarUSAW 110/9903/0005/0008/001657331331V(1)0.80(1)*0.80(1)*300300900(-) -
Beni HarounAlgeriaI WEl Kebir96301/9310/9807/0012/0011871416901900V(1)0.80(1)*0.80(13)30030082143(F)
InyakaSouth AfricaWMarite12301/9606/9710/0003/0253350160327V(1)0.68(1)0.68(1)25025060120(F)
Santa Cruz do ApodiBrazilF I R WApodi600- /98- /99- /00- /0158166010231120      300300800(-) -
TiúmaBrazilWTiúma6- /99- /0001/0105/0116290             
Shimenzi
[A]
ChinaH I WTaxi8006/9806/9906/0110/011101761882110.142
V
(3')
(3')
V
0.18
(3)
(3)
crest(12)300300093
62
110
110
(F)
North Fork Hughes RiverUSAF R WNorth Fork Hughes River148007/9903/0107/01- /01262006565V(8)0.80(10)0.80(1)30030059
107
59
65
(F)
ChubetsuJapanF H I WChubetu9303/9409/9708/0103/04862905231007V
0.80
(1)
(1)
0.80(1)0.80(1)250750
1000
8436(F)
MianhuatanChinaF H N WTing203504/9812/9811/0104/02111302500615V(9)0.75(10)0.70(13)300300082
59  48
100
88  88
(F)
FukuchiyamaJapanF N WFukuti310/98- /9912/0103/0365255115201V(1)0.78(1)0.78(1)2507508436(F)
CastanhãoBrazilF I R WCongonhas80010/99- /0012/01- /02856688901030      300300850(-) -
YanwangbiziChinaF H I WDalinghe217- /96- /97- /01- /023538387220        64118(F)
UmariBrazilF I R Wdo Carmo293- /98- /99- /01- /01422308655660 (12)    300300700(-) -
YushiChinaF I WBiliuhe89- /98- /99- /01- /0250267218233        7070(F)
Pedras AltasBrazilF I R WItapicuru - /00- /00- /01- /012410904260      3003003441(-) -
PirapamaBrazilWPirapama61- /00- /00- /01- /012530087137 (1)    3003007218(-) -
EstreitoBrazilF I R WCurimatá24- /97- /00- /0111/02263001214      3003006416(N)
HelongChinaH R WHailanhe3011/9808/9901/0212/02302444389V(1)0.75(10)ogee(10)*3002000113113(F)
Hunting RunUSAWHunting Run205/0002/0101/0208/0236720115128V(8) (17) (17)3003007437(F)
CamaráBrazilWRiachäo2705/0009/0106/02- /0256296  V(1)0.80(1)  300300800(-) -
KutaniJapanF WDaishoji2512/9604/0007/0203/0676280188360V
0.80
(1)
(1)
0.80(1)0.80(1)2507508436(F)
Randleman LakeUSAR WDeep8407/0104/0207/0201/03312807076V(1)0.75(1)*0.75(1)*30030089104(F)
Xiao Yangxi (and saddle dam)ChinaWXia Oyangxi1505/0101/0210/0212/02451184749V(3')0.75(3')*0.75(12)3503500138
60
113
90
(F)
OlivenhainUSAWEscondido Creek3006/0102/0210/0207/039778810701140V(4')0.80(3)*0.80(1)*30030074121(F)
CarnaúbaBrazilI WQuixeré26- /0102/0211/02- /0319700        3003001000(-) -
KoyamaJapanF I WOhkita1711/9405/0012/0203/0565462270531V(1)0.78(1)0.78(1)2507508436(S)
Ribeirão Riacho Pasto VelhoBrazilI WPasto Velho11- /00- /01- /02- /0327            0 
XiaoyangxiChinaWXiaoyangxi15- /00- /01- /02- /0345118 49           
MujibJordanI WMujib3501/9901/0102/0311/03674906546940.10(2)0.80(1)*0.80(1)*300300850(-) -
Ahl Souss (Ait M’Zal)MoroccoI WIzig511/0101/0305/0301/044922250270.20(1)0.80(1)*0.85(12)30030080
100
0
0
(-) -
TakizawaJapanF N WNakatu6303/9910/0106/0303/0713942481016700.15
0.70
(1)
(1)
0.72(1)0.72(1)250100084
72
36
48
(F)
Nandoni (formerly Mutoti)South AfricaI WLuvuvhu16404/9812/9908/0304/0447392150316V(1)0.75(1)0.75(1)*25025054129(F)
Shanggou
[A]
ChinaWYangshui1- /01- /02- /03- /0439176             
Hassan II (formerly Sidi Said)MoroccoF I WMoulouya40002/0103/0304/0403/05115577590690V(5)0.80(1)*0.80(1)*30030065
80
15
20
(N)
Tamesna (formerly Boukerkour)MoroccoF I WZamrine5605/0304/0409/0405/05662201902150.20(5)0.80(1)*0.80(1)*3003001000(N)
João LeiteBrazilWJoão Leite12903/0101/03- /04- /0455380270290      3003008020(N)
Yujianhe
[A]
ChinaF I WWu11- /02- /03- /04- /05811801051100.10 0.76 0.76      
PindobaçuBrazilI WItapicuru-aço17- /01- /03- /04- /05451917585      3003005614(N)
Bandeira de MeloBrazilI WParaguaçu112- /0209/03- /04- /05193207585 (1) (1)* (1)*3003005614(N)
Big CherryUSAWSouth Fork, Powell River204/0409/0401/0507/05261131112      3003008282(F)
JahginIranF I WJahgin30012/0105/0405/0509/0778220232382V
0.30
(3')
(3')*
0.75(3')*0.75(12)300300105
160
90
90
(N)
Zhaolaihe
[A]
ChinaH I WSidu7012/0303/0405/0510/05107206166255curve(3')curve(3') (3')300300084
126
126
103
(F)
SuofengyingChinaF H I N WWu20110/0006/0308/0503/06122165421739V
0.25
(3')
(3')
0.70(3')0.70(1)30030006495(F)
KidoJapanF I N WKido1910/0006/0308/0503/0894350291501V
0.10
(1)
(1)
0.78(1)0.78(1)250750
1000
8436(F)
Poço do MagroBrazilWPoço do Magro32- /03- /04- /05- /06295405868        6416(N)
XixiChinaF H I WDaxi85- /03- /04- /05- /0671243231244          (F)
KintaMalaysiaWKinta3001/0302/0403/0607/0690792952975V(3')0.80(3')*0.80(3')*300300100100(F)
Pine BrookUSAW 101/0510/0504/06- /06261702730V(7) (17)separate 3003009559(F)
BaiseChinaF H I N WYoujiang566012/0112/0204/0607/0613072019952672V(9)0.80(1)0.80(1)300300080
50
132
110
(F)
Al WehdahJordan/ SyriaWYarmouk11006/0302/0507/0612/0710348514261478V
0.60
(3')0.80(3')*0.80 30030070
60
60
60
(F)
NtimbaleBotswanaW 2611/0404/0609/0605/073315330            
Genesee #2USAWBear Creek106/0611/0611/0610/072916824 V     300300   
NagaiJapanF H N WOkitamano5103/0010/0211/0603/111263817031200V
0.50
(1)
(1)
0.73(1)0.73(1)25010009139(F)
El GuapoVenezuelaF I WEl Guapo14108/0504/0612/0608/07501383203420.60(1)0.85(17)1.80(1)300300750(-) -
Flor do SertãoBrazilW  05/05- /05- /0610/0619245             
El SauzMexicoW  - /04- /05- /06- /0730              
ZaoshiChinaF H N WDieshui1439- /04- /05- /06- /0788351450930V
0.25
(3')0.80(3')0.75(1)300300053
83
99
102
(F)
Hickory Log CreekUSAWHickory Log Creek110/0512/0606/0710/0755290165 V(8)0.80(3')*0.80(1)30030089
80  74
89
98  104
(F)
Longtan (Stage 1)ChinaF H N WHongshui1621007/0110/0406/0712/0919283246237400V
0.25
(3')0.70(3')0.68(12)30030099
86
121
109
(F)
R’Mel (formerly Tanger-Med)MoroccoF WR’Mel2505/0506/0606/0710/0779250230243V(11)0.75(1)0.75(1)3003000100
90
0
0
(-) -
TaishirMongoliaH I WZabkhan93002/0505/0606/0712/0760200210250V(2)0.72(1)*0.72(12)*333333750(-) -
Yacoub El Mansour (formerly Ouirgane)MoroccoWN’Fis7007/0510/0607/0703/0871233202216V(11)0.75(1)*0.75(1)*30030001000(-) -
Elkwater ForkUSAWTygart Tributory3- /0604/0708/07- /0739204106113V(8)0.80(3)*0.80(1)*3003005989(F)
MeanderAustraliaI WMeander4301/0601/0708/0712/07471808585V(4)0.70(10)0.70(10)300300700(-) -
Dinh BinhVietnamF H I WKon22605/0208/0512/0712/0855571183430V(11)0.75(3')ogee(12)30090070
126
175
141
(F)
HongkouChinaH WHuotong449- /03- /05- /07- /08130341681830           
Serra PretaBrazilW 5- /05- /05- /07- /08341544451V 0.80 0.80   8020(N)
ShihuChinaF I WLituohe58- /05- /06- /07- /0856193162354           
MenghekouChinaF I R WMenghe11- /05- /06- /07- /0878215160249           
Bailianya
[A]
ChinaF H I WDongpi480- /05- /06- /0704/09105422485600V(1)0.335(1)0.335(1)300300072
56
108
84
(F)
Sidi Yahya (formerly Ain Kwachia)MoroccoI WKhellata1101/0705/0707/0811/083021360780.20(5)0.80(1)*0.80(1)*3003001050(-) -
ToppuJapanF I WToppu3607/0206/0510/0803/1478309440530V
0.80
(1)
(1)
0.80(1)0.80(1)25010008436(F)
BoussiabaAlgeriaWBoussiaba12012/0605/0811/0808/0951310160190V(2) (1) (1)30030011228(F)
PicachosMexicoI WPresidio32202/0709/07- /08- /098525685 V
0.15
(12)
(12)
0.85(12)0.85(12)30030005045(S)
Wadi DayqahOmanWWadi Dayqah10008/0601/0804/0911/0975410590650V(3')0.75(3')*0.75(3')*3001200126
112
54
48
(M)
Bear CreekUSAF WBear Creek4701/0810/0805/0906/09272926069V(1)0.80(1)*  3003007777(F)
KasegawaJapanF H I WKase7102/0510/0706/0903/1299456830948V
0.60
(1)
(1)
0.75(1)0.75(1)25010008436(F)
Deep Creek Nº5DUSAF WDeep Creek1512/0804/0912/0907/10222263945V(3')0.80(3')*0.80(1)*3003008989(F)
WuduChinaF H I WFu57210/04- /07- /09- /1012063111511580V(3')0.75(3')0.80(3')    (F)
CristalandiaBrazilWde Contas13- /05- /07- /09- /10183376168           
BaishiyaChinaH I WXijiang26- /04- /07- /09- /1274190230240  0.75        
XiaotianlongChinaWTuochang1- /07- /08- /09- /0958168 125           
Mulungu do MorroBrazilI WTijuco2- /07- /08- /0903/101615613            
Poço MarruaBrazilI WParnaiba293- /07- /08- /09- /1048870293306           
Barra do CoqueirosBrazilH WClaro108/07- /08- /0907/10601670172282           
Yangjiayuan
[A]
ChinaH WTongzhi78- /07- /08- /09- /1068153             
Sehb el MergaMoroccoF I WSehb el Merga706/07- /08- /09- /10374808595V(5)0.80(1)*0.80(1)*3003006525(N)
Adnan Mendres (formerly Çine)TurkeyF H I WÇine35012/9511/0404/1010/11137300156016500.10
0.20
(7')0.85(7')0.85(7')30030085
75
105
95
(F)
Ulu Sepri (formerly Batu Hampar)MalaysiaWBatu Hampar311/0710/0904/1005/1065236200203 (3') (10) (10)300120065120(F)
BengohMalaysiaWSungai Bengoh14406/0706/0905/10- /1263267130172V(3')0.80(3')*0.80(3')*300300060120(F)
ZirdanIranI WKajoo20711/0208/0708/1011/1065350265437 (5) (3)  3003009842(N)
Abou Al Abbas Sebti (formerly Taskourt)MoroccoI WAl Mal2501/0804/0909/1004/1175408415490V(5)0.80(1)*0.80(1)*3003007332(N)
SaladilloArgentinaWQuinto 02/0909/0909/1001/1179487210249 (5) (5)       
WyaralongAustraliaWTeviot Brook109/0904/1012/1006/1148464173  (1) (1) (1)3003008585(F)
GasparinoBrazilW  - /07- /08- /1010/10281000 130           
Ingazeira (formerly San Antonio)BrazilWPajeú49- /08- /09- /10- /11265666492           
Ait Moulay AhmedMoroccoI WAin Leuh210/09- /1001/1110/11291361820V(5)0.75(1)*0.75(1)*3003007030(N)
Las TunasArgentinaF I WLas Tunas10102/0909/1002/1112/11332593056V(1)    2004008525(N)
YunishigawaJapanF I WYunishi7508/0809/0905/1109/121193209671053V
0.60
(1)0.78(1)0.78(1)25010009139(F)
Yubari SyuparoJapanF H I WYubari42711/0310/0909/1103/15111390584940V
0.80
(1)
(1)
0.82(1)0.82(1)250750 &
1000
9139(F)
LusixiChinaWLusixi33- /09- /10- /11- /1239140             
SilopiTurkeyH WHezil2908/08- /10- /1102/12893567187520.10(7)0.70(3')*0.70(1)3003008139(-) -
MadushanChinaH N WHonghe552- /08- /09- /11- /12108353 987           
Ahl LafouimMoroccoW 3- /09- /10- /11- /1215 20240.20(5)0.80(1)*0.80(1)*     
LaananatMoroccoW 1- /09- /10- /11- /1215 18200.20(5)0.80(1)*0.80(1)*     
KraymaMoroccoWTiyoughza3- /09- /10- /11- /1232 45530.20(5)0.80(1)*0.80(1)*  120
100
0(-) -
Middle VaitarnaIndiaWVaitarna20210/0805/1004/12- /12102565120215000.15(3')0.75(3')*0.75(12)30030075145(F)
San Vicente Dam RaiseUSAWSan Diego29906/0908/1109/1209/14103474459465V(4')0.78(3')*0.78(3')*30030086127(F)
Enlarged CotterAustraliaWCotter7810/0908/1112/1208/1387350369400V(3')0.75(3')0.75(3')*300
400
300
400
75120(F)
LongkaikouChinaF H N R WJinsha55808/0709/08- /12- /1311976828403853V(3)0.75(3)  300300096
60
96
90
(F)
MarrecasBrazilWMarrecas3303/10- /11- /1212/1235430             
MamoeiroBrazilW 21- /10- /11- /12- /1315              
Spring GroveSouth AfricaWMooi14003/1106/1205/1305/143930096114 (3') (3')  30030050110(F)
De HoopSouth AfricaWSteelpoort34707/0707/0911/1303/148510157691012V(3') (3')* (3')*300120062145(F)
KalashukeChinaF H WE’erqisi2419- /07- /10- /13- /14122148925202890  0.75 0.75 3003000  (F)
Lizhou
[A]
ChinaH WMuli190- /09- /11- /13- /14132211             
Los PanalesMexicoWTecolotán10001/11- /12- /13- /13784404965610.20
V
(5)0.80(3)0.80(3)3003001100(N)
Barra do Rio ChapéuBrazilH WBraço do Norte21- /12- /12- /13- /1321              
AslandagTurkeyH I WBembo1109/0811/1102/1411/14692101622020.10(1)0.80(1)*0.80(12)300120010080(N)
Cheshmeh AsheghIranF I WCheshmeh Ashegh6206/1010/1105/1403/1760375130250 (1) (1) (12)300600 -
900
12080(N)
HantangangSouth KoreaF I WHantan27002/0907/1007/1412/1484690650709V(1) (1) (1)2507509139(F)
MetolongLesothoWSouth Phuthiatsana6409/1108/1311/1404/1583278280314 (3') (3') (3')30030060145(F)
TiouineMoroccoF I WIriri27005/10- /11- /14- /1584202270380V(1)0.80(1)*0.80(1)*  1000(-) -
Songyue Dam RaiseChinaF H I R WHailanhe - /12- /13- /14- /1541271  V(1)0.73(10)conduit 300200080100(F)
Serro AzulBrazilW 303- /12- /13- /14- /15661015             
KaheChinaW 20- /12- /13- /14- /1572              
GokayamaJapanF N WNaka4006/1206/1407/1503/18103556634935V
1.00
(1)
(1)
0.76(1)0.76(1)250100010426(F)
Tabellout
[A-G]
AlgeriaI WDjen Djen29403/1003/1308/1512/15121366975  (12) (12) (12)*3003008545 
Duck RiverUSAWDuck3101/14- /1509/15- /1641901211280.10(1)
(3)
  1.00(1')*
(3')*
30030010755(F)
IgarapebaBrazilWUna69- /13- /14- /15- /1661              
BogovinaSerbiaF H I WCmi Timok48- /12- /14- /15- /1654396175305           
AkçakocaTurkeyI WSarma201/1305/1510/16- /1766148851300.10(1)0.80(1)0.80(12)300    
BoqaataLebanonWBoqaata607/1204/1512/1612/2172222200255V
0.80
(12)0.80(3')*0.80(3')*300300900(-) -
Cacimba NovaBrazilI W 3- /13- /14- /16- /161819652            
KelebekTurkeyI WKelebek23- /12- /14- /16- /176219374970.10(1)0.80(1)0.80(12)300300120 (F)
Güdül KırkkavakTurkeyI WOrmanlik1- /14- /15- /1610/1749265114            
RkizaMoroccoF I W 17- /13- /15- /16- /17265005560V(5)0.85(1)*0.85(1)*     
KarareisTurkeyWCamibogazi10- /14- /15- /16- /17502951421730.05(3')0.80(3')0.80(12)3003009852(F)
GuanchangChinaH I Ww24- /14- /15- /16- /1754246             
Ibn HammadJordanG WIbn Hammad4- /1512/1607/17- /22561601601600.30(1)0.70(1)*0.70(1)*30030090
100
0
0
(-) -
EncisoSpainI WCidacos47- /0808/1407/1709/18103376695765V(1)0.80(1)*0.80(1)*30030060140(F)
Ouldjet MellegueAlgeriaI WMellegue15510/11- /13- /17- /1851900245320V(11)0.90(10)0.90(12)3003001100(-) -
El BolsónArgentinaI WAlbigasta38- /08- /13- /17- /1964380 279           
Shangshui
[A]
ChinaI W 12- /13- /15- /17- /1858269             
ÜniversiteTurkeyWÇırçıp1- /15- /16- /17- /173611020            
XimiheChinaH I WXimihe17- /14- /16- /17- /1888147             
FendouChinaF H I WMulenghe191- /15- /16- /17- /1846406             
XiahushanChinaF H I WDashahe196- /15- /16- /17- /1874296             
Wugachong
[A]
ChinaH I WMabiehe99- /15- /16- /17- /18108182             
IraharaJapanF WHarai2907/1407/1503/1803/1981295372419V
0.60
(1)
(1)
0.77(1)0.77(1)25010008436(F)
ShangcunChinaWShangcunxi123- /11- /14- /18- /1989338             
Tuy IVVenezuelaWCuira - /14- /16- /18- /19135 17001950           
ColoniaBrazilWColonia6209/15- /17- /1809/18211953034           
ZhuangliChinaF H I WShizhe133- /15- /17- /18- /194449             
MelenTurkeyH I WMelen693- /1306/1503/1905/19124944187120960.15(3')0.70(3')*0.70(3')3003009060(F)
YambaJapanF H I N WAgatsuma10808/1405/1705/1910/19116291 9110.15(1)0.80(1)0.08(1)25010008436(F)
Panelas IIBrazilW 23- /16- /1706/19- /2055              
Taşköprü HasanlıTurkeyI WAyvali98806/1404/1708/1911/194315737460.10(1)0.80(1)  300 6644(F)
Tasköprü ÇayTurkeyI WUludere103/1707/1809/1908/205212255 0.10(1)0.80(1)  300 7550 
Karamürsel IhsaniyeTurkeyI WSuludere903/1607/1709/1910/19692121301850.10(1)0.80(1)  3003007545(F)
TaquarembóBrazilWTaquarembó 05/08- /10- /19- /2033330             
Shah wa ArüsAfghanistanF H I WShakardar10- /12- /13- /1904/2178303270337V
0.20
(1)0.80(1)0.80(1)30030010545(N)
GhadrooniIranG I WGharanghou44- /08- /14- /19- /2044352106147           
PingzhaiChinaH I WSanchahe1089- /13- /15- /19- /21163              
Bicentennial/Los PilaresMexicoF I WMayo47802/14- /16- /1908/2073232600       300300   
MangshanChinaF H I WChanglehe133- /15- /17- /19- /20101355             
NegreirosBrazilW  - /17- /18- /19- /203524956            
YunzhenChinaF I W 96- /16- /1903/2001/2176173             
AgdezMoroccoF I WDraa24705/1603/1909/2006/21110317833993V(1)0.80(1)*0.80(1)*    (N)
BallikayaTurkeyWMudurnu143- /13- /15- /20- /2398357800 0.10
0.35
(1)0.70(1)  30030063
83
63
83
 
HiraseJapanF H WNishiki30- /10- /16- /20- /2273300 340           
HuokouChinaH WAojiang297- /15- /18- /20- /21914203006630.10 0.76 0.76     (F)
Tan MyVietnamH I WCai219- /16- /18- /20- /2167  1130           
Center Hill Auxiliary Backup DamUSAF H R WCaney Fork940- /17- /19- /20- /214029399122V(1)V
0.83
(1)*0.83(1)*3003009393(F)
KabagawaJapanF WKaba1110/1411/1605/2109/2289266242448V
0.40
(1)
(1)
0.77(1)0.77(1)25010009139(F)
El ZapotilloMexicoWVerde910- /0911/11- /21- /2213227111001200V(3')0.83(3)*0.83(3)*30030060 to  8050 to  70(S)
DivareshIranI WKharshak3- /13- /15- /21- /2345195             
KaddoussaMoroccoF I WGuir220- /16- /18- /21- /2162271180210V(1)0.80(1)*0.80(1)*300300  (N)
TiddasMoroccoF I WBou Regreg500- /16- /18- /21- /221063459001V(5)0.80(1)*0.80(1)*300300   
YanagawaJapanF H WYana19- /15- /18- /21- /2377243 233           
Gümüshane BahçecikTurkeyWŞenkale Deresi306/1711/18- /21- /2267273148 0.10(1)0.80(1)*  300300  (N)
ToudghaMoroccoF I WToudgha3311/17- /19- /21- /2268   V(1)0.90(1)*0.90(1)*     
San JulianMexicoWFuerte - /16- /19- /21- /2244240             
BastoraIraqI WBastora206- /1303/19- /21- /228557711601223V 0.80 0.80      
SalipazanTurkeyI WDegimendere16- /17- /20- /21- /2289396430            
ShafaroudIranH I WShafaroud5303/1203/2007/2211/2210137295011800.10
0.50
(3')0.80(3')*0.80(12)300300   
Sidi AbbouMoroccoF H I WLeben19801/2010/2010/2210/2471111200            
FaskMoroccoF I WAssayad7907/1701/1912/2207/23778301400 0.10(1)0.80(1)0.80(1)300300  (N)
Chame Shir
[A-G]
IranF H I WZohreh2300- /11- /16- /22- /2315168011001200V 0.70   3003001600(-) -
BiratoriJapanF H I N WNukabira46- /13- /17- /22- /2457600 180V(1)0.78(1)0.78(1)     
BaghanIranF I WBaghan32- /14- /18- /22- /2658311 220           
KağızmanTurkeyI WKötek22- /16- /19- /22- /2469163180 0.10(1)0.80(1)       
TingzikouChinaF H I N WJialing406711/09- /19- /22- /25116995             
Ulus EldeşTurkeyI WKarakuz Creek1- /16- /20- /22- /234612538 V
0.10
(1)
(1)
0.80(1)  300 8368(F)
El-Janneh
[A-G]
LebanonH I WIbrahim (Abraham)38- /1502/20- /22- /221603501450       300300   
JalaurPhilippinesF H I WJalaur - /19- /21- /22- /23109              
La LibertadMexicoWSan Fernando221- /20- /21- /23- /2447              
BahçecikTurkeyW 3- /16- /19- /23- /2469 204            
AldegirmenTurkeyI WAkasya24- /17- /20- /23- /2459227 189V(1)0.80(1)*0.80(12)3003005545(F)
ZimariTurkeyWZimari2- /18- /21- /23- /2437126 80           
GölecikTurkeyI WGölecik3612/1602/2106/24- /2495424 900V(3')0.80(3')*0.80(12)3003007248(F)
NtabalangaSouth AfricaI WItsitsa 09/1907/2210/2405/2575240             
Monti Nieddu (Sa Stria)ItalyI WMonti Nieddu3501/9801/18- /24- /25883603334490.05(1)0.75(1)*0.75(1)3003009055(F)
Gwayi-ShanganiZimbabweWGwayi63409/04- /22- /24- /2570305 300        60140(F)
Dashte PalangIranF I WDashte Palang15107/13- /22- /24- /2556350540690           
Tekke KavakliTurkeyI WÇat2- /19- /22- /24- /2542325225            
Mashkid 2IranF I WSimish & Mashkid11510/1704/22- /24- /25361450650850           
NwamitwaSouth AfricaWGroot Letaba - /17- /22- /25- /2644350170226           
SarıçayTurkeyWSançay67- /20- /22- /26- /271254411163            
Tang e MashoorehIranF I WKaskkan55- /13- /22- /28- /2973220             

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Please note: only dams ≥ 15m which have been completed, are under construction, or due to begin RCC placement in the current year are included in the list below.

Results are sorted in the following order: Finish of RCC, Start of RCC, Finish of Project, Start of Project, Height and alphabetical by Dam Name.

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

Purpose(s): Flood Control / Irrigation / Water Supply

River: Shimaji

Reservoir capacity: 21 m3x106

Construction Dates

Start of Project: 09/76

Start of RCC: 09/76

End of RCC: 04/80

End of Project: 03/81

Specifications

Height: 89 metres

Length: 240 metres

Volume of RCC: 165 m3x103

Total volume: 317 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
0.30Traditional concrete against formwork
Downstream
SlopeType
0.80Traditional concrete against formwork
Spillway
SlopeType
0.80Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
150  to500
200700

Cementitious material

Cement (kg/m3)
84
Pozzolan (kg/m3)Pozzolan Type
36Low-lime flyash (ASTM Class F)
  
Shimajigawa completed
Shimajigawa completed

Full Dam Information

Details

Country: Australia

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Copperfield

Reservoir capacity: 20 m3x106

Construction Dates

Start of Project: 12/83

Start of RCC: 12/83

End of RCC: 09/84

End of Project: 09/84

Specifications

Height: 40 metres

Length: 340 metres

Volume of RCC: 140 m3x103

Total volume: 156 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork
Downstream
SlopeType
VerticalRCC against formwork
0.90Unformed face of RCC
Spillway
SlopeType
0.80Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
80
Pozzolan (kg/m3)Pozzolan Type
30Low-lime flyash (ASTM Class F)
  
Copperfield completed
Copperfield completed

Full Dam Information

Details

Country: USA

Owner: -

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Middle Fork

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 05/84

Start of RCC: 05/84

End of RCC: 09/84

End of Project: 11/84

Specifications

Height: 38 metres

Length: 125 metres

Volume of RCC: 42 m3x103

Total volume: 43 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.80Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
conduit 

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
66
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Middle Fork completed
Middle Fork completed

Full Dam Information

Details

Country: USA

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Upper Howard Creek

Reservoir capacity: 2 m3x106

Construction Dates

Start of Project: 06/84

Start of RCC: 06/84

End of RCC: 11/84

End of Project: 01/85

Specifications

Height: 23 metres

Length: 363 metres

Volume of RCC: 24 m3x103

Total volume: 27 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against precast concrete panels with geomembrane
Downstream
SlopeType
VerticalTraditional concrete against precast concrete panels
1.00Unformed face of RCC
Spillway
SlopeType
1.00Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
104
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Carroll E. Ecton - formerly Winchester completed
Carroll E. Ecton - formerly Winchester completed

Full Dam Information

Details

Country: USA

Owner: -

Type: Gravity

Purpose(s): Flood Control / Irrigation / Recreation / Water Supply

River: Cow Creek

Reservoir capacity: 52 m3x106

Construction Dates

Start of Project: 07/84

Start of RCC: 07/84

End of RCC: 08/85

End of Project: 10/85

Specifications

Height: 50 metres

Length: 290 metres

Volume of RCC: 161 m3x103

Total volume: 171 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.80Unformed face of RCC
Spillway
SlopeType
0.80Unformed face of RCC

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
53
Pozzolan (kg/m3)Pozzolan Type
51Low-lime flyash (ASTM Class F)
  
Galesville completed
Galesville completed

Full Dam Information

Details

Country: Spain

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Cala

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 07/84

Start of RCC: 07/84

End of RCC: 10/85

End of Project: 12/85

Specifications

Height: 25 metres

Length: 124 metres

Volume of RCC: 14 m3x103

Total volume: 20 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
VerticalTraditional concrete against formwork
0.75Traditional concrete against formwork
Spillway
SlopeType
0.75Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
450450

Cementitious material

Cement (kg/m3)
72
61
Pozzolan (kg/m3)Pozzolan Type
116Low-lime flyash (ASTM Class F)
120 
Castilblanco de los Arroyos completed
Castilblanco de los Arroyos completed

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower / Water Supply

River: Youxi

Reservoir capacity: 27 m3x106

Construction Dates

Start of Project: 11/84

Start of RCC: 11/84

End of RCC: 04/86

End of Project: 11/86

Specifications

Height: 57 metres

Length: 123 metres

Volume of RCC: 43 m3x103

Total volume: 62 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against precast concrete panels with hot poured membrane
Downstream
SlopeType
0.75RCC against precast concrete blocks
Spillway
SlopeType
0.75Reinforced concrete cast against precast units or slip-formed facing elements

Placement

Layers (mm)Lifts (mm)
250  &250  &
500500

Cementitious material

Cement (kg/m3)
60
60
Pozzolan (kg/m3)Pozzolan Type
120Low-lime flyash (ASTM Class F)
80 
Kengkou completed
Kengkou completed

Full Dam Information

Details

Country: Australia

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Coal

Reservoir capacity: 13 m3x106

Construction Dates

Start of Project: 01/86

Start of RCC: 01/86

End of RCC: 06/86

End of Project: 08/86

Specifications

Height: 25 metres

Length: 247 metres

Volume of RCC: 22 m3x103

Total volume: 24 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against precast concrete panels
Downstream
SlopeType
1.00Unformed face of RCC
Spillway
SlopeType
separate 

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
70
Pozzolan (kg/m3)Pozzolan Type
60Low-lime flyash (ASTM Class F)
  
Craigbourne completed
Craigbourne completed

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Tama

Reservoir capacity: 254 m3x106

Construction Dates

Start of Project: 08/80

Start of RCC: 08/80

End of RCC: 07/86

End of Project: 12/90

Specifications

Height: 100 metres

Length: 441 metres

Volume of RCC: 772 m3x103

Total volume: 1150 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
0.60Traditional concrete against formwork
Downstream
SlopeType
0.81Traditional concrete against formwork
Spillway
SlopeType
0.81Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
150  -750
2001000

Cementitious material

Cement (kg/m3)
91
Pozzolan (kg/m3)Pozzolan Type
39Low-lime flyash (ASTM Class F)
  
Tamagawa completed
Tamagawa completed

Full Dam Information

Details

Country: USA

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Grindstone

Reservoir capacity: 2 m3x106

Construction Dates

Start of Project: 09/85

Start of RCC: 09/85

End of RCC: 07/86

End of Project: 10/86

Specifications

Height: 42 metres

Length: 432 metres

Volume of RCC: 88 m3x103

Total volume: 96 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.75Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.75Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
76
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Grindstone Canyon completed
Grindstone Canyon completed

Full Dam Information

Details

Country: USA

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Wanaque

Reservoir capacity: 27 m3x106

Construction Dates

Start of Project: 05/85

Start of RCC: 05/85

End of RCC: 08/86

End of Project: 11/86

Specifications

Height: 48 metres

Length: 670 metres

Volume of RCC: 219 m3x103

Total volume: 232 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
VerticalTraditional concrete against formwork
0.78Unformed face of RCC
Spillway
SlopeType
0.78Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
64
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Monksville completed
Monksville completed

Full Dam Information

Details

Country: South Africa

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Little Fish

Reservoir capacity: 4 m3x106

Construction Dates

Start of Project: 09/84

Start of RCC: 09/84

End of RCC: 08/86

End of Project: 10/87

Specifications

Height: 30 metres

Length: 300 metres

Volume of RCC: 35 m3x103

Total volume: 65 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.60Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.60Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
250250

Cementitious material

Cement (kg/m3)
58
Pozzolan (kg/m3)Pozzolan Type
58Low-lime flyash (ASTM Class F)
  
De Mist Kraal completed
De Mist Kraal completed

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Flood Control / Irrigation / Water Supply

River: Gravata

Reservoir capacity: 97 m3x106

Construction Dates

Start of Project: 07/85

Start of RCC: 07/85

End of RCC: 10/86

End of Project: 06/87

Specifications

Height: 56 metres

Length: 230 metres

Volume of RCC: 132 m3x103

Total volume: 143 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.80RCC against formwork  [stepped face]
Spillway
SlopeType
separate 

Placement

Layers (mm)Lifts (mm)
400400

Cementitious material

Cement (kg/m3)
55
Pozzolan (kg/m3)Pozzolan Type
15Natural pozzolan (ASTM Class N)
  
Saco de Nova Olinda completed
Saco de Nova Olinda completed

Full Dam Information

Details

Country: South Africa

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Olifants

Reservoir capacity: 104 m3x106

Construction Dates

Start of Project: 09/85

Start of RCC: 09/85

End of RCC: 11/86

End of Project: 07/87

Specifications

Height: 36 metres

Length: 455 metres

Volume of RCC: 101 m3x103

Total volume: 142 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.50Traditional concrete against formwork  [stepped face]
0.75Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.75Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
36
Pozzolan (kg/m3)Pozzolan Type
74Ground-granulated blast-furnace slag
  
Flag Boshielo - formerly Arabie completed
Flag Boshielo - formerly Arabie completed

Full Dam Information

Details

Country: South Africa

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Slang

Reservoir capacity: 190 m3x106

Construction Dates

Start of Project: 05/85

Start of RCC: 05/85

End of RCC: 03/87

End of Project: 09/88

Specifications

Height: 47 metres

Length: 527 metres

Volume of RCC: 97 m3x103

Total volume: 134 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
VerticalTraditional concrete against formwork  [stepped face]
0.62 
Spillway
SlopeType
0.62Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
250250

Cementitious material

Cement (kg/m3)
36
Pozzolan (kg/m3)Pozzolan Type
84Ground-granulated blast-furnace slag
  
Zaaihoek completed
Zaaihoek completed

Full Dam Information

Details

Country: USA

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Rock Creek

Reservoir capacity: 37 m3x106

Construction Dates

Start of Project: 12/83

Start of RCC: 12/83

End of RCC: 08/87

End of Project: 12/87

Specifications

Height: 91 metres

Length: 815 metres

Volume of RCC: 1125 m3x103

Total volume: 1281 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalSlip-formed/extruded facing elements
Downstream
SlopeType
0.32Slip-formed/extruded facing elements
0.60Slip-formed/extruded facing elements
Spillway
SlopeType
0.32Slip-formed/extruded facing elements  [stepped face]
0.60Slip-formed/extruded facing elements  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
79
Pozzolan (kg/m3)Pozzolan Type
173Low-lime flyash (ASTM Class F)
  
Upper Stillwater completed
Upper Stillwater completed

Full Dam Information

Details

Country: Spain

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Morales

Reservoir capacity: 2 m3x106

Construction Dates

Start of Project: 06/86

Start of RCC: 06/86

End of RCC: 10/87

End of Project: 12/87

Specifications

Height: 28 metres

Length: 200 metres

Volume of RCC: 22 m3x103

Total volume: 26 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
 RCC against formwork
Downstream
SlopeType
0.75RCC against formwork  [stepped face]
Spillway
SlopeType
0.75Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
300  -300  -
400400

Cementitious material

Cement (kg/m3)
80
74
Pozzolan (kg/m3)Pozzolan Type
140Low-lime flyash (ASTM Class F)
128 
Los Morales completed
Los Morales completed

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower / Water Supply

River: Mano

Reservoir capacity: 36 m3x106

Construction Dates

Start of Project: 12/83

Start of RCC: 12/83

End of RCC: 01/88

End of Project: 03/90

Specifications

Height: 69 metres

Length: 239 metres

Volume of RCC: 104 m3x103

Total volume: 219 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.80Traditional concrete against formwork
Spillway
SlopeType
0.80Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
180500

Cementitious material

Cement (kg/m3)
96
Pozzolan (kg/m3)Pozzolan Type
24Low-lime flyash (ASTM Class F)
  
Mano completed
Mano completed

Full Dam Information

Details

Country: USA

Owner: -

Type: Gravity

Purpose(s): Hydropower / Irrigation / Recreation / Water Supply

River: Yampa

Reservoir capacity: 42 m3x106

Construction Dates

Start of Project: 08/87

Start of RCC: 08/87

End of RCC: 07/88

End of Project: 11/88

Specifications

Height: 46 metres

Length: 116 metres

Volume of RCC: 34 m3x103

Total volume: 39 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.80Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.80Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
71
Pozzolan (kg/m3)Pozzolan Type
71Low-lime flyash (ASTM Class F)
  
Stagecoach completed
Stagecoach completed

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Nunome

Reservoir capacity: 17 m3x106

Construction Dates

Start of Project: 05/86

Start of RCC: 05/86

End of RCC: 10/88

End of Project: 12/89

Specifications

Height: 72 metres

Length: 322 metres

Volume of RCC: 110 m3x103

Total volume: 330 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
0.40Traditional concrete against formwork
Downstream
SlopeType
0.76Traditional concrete against formwork
Spillway
SlopeType
0.76Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
250750

Cementitious material

Cement (kg/m3)
78
Pozzolan (kg/m3)Pozzolan Type
42Low-lime flyash (ASTM Class F)
  
Nunome completed
Nunome completed

Full Dam Information

Details

Country: South Africa

Owner: -

Type: Arch-Gravity

Purpose(s): Water Supply

River: Rietspruit

Reservoir capacity: 137 m3x106

Construction Dates

Start of Project: 04/88

Start of RCC: 04/88

End of RCC: 11/88

End of Project: 09/89

Specifications

Height: 50 metres

Length: 200 metres

Volume of RCC: 45 m3x103

Total volume: 59 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.60Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.60Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
250250

Cementitious material

Cement (kg/m3)
61
Pozzolan (kg/m3)Pozzolan Type
142Low-lime flyash (ASTM Class F)
  
Knellpoort completed
Knellpoort completed

Full Dam Information

Details

Country: Spain

Owner: -

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Lácara

Reservoir capacity: 15 m3x106

Construction Dates

Start of Project: 05/88

Start of RCC: 05/88

End of RCC: 11/88

End of Project: 01/89

Specifications

Height: 32 metres

Length: 240 metres

Volume of RCC: 25 m3x103

Total volume: 54 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork
Downstream
SlopeType
0.50RCC against formwork  [stepped face]
0.80RCC against formwork  [stepped face]
Spillway
SlopeType
0.50Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
250250

Cementitious material

Cement (kg/m3)
84
70
Pozzolan (kg/m3)Pozzolan Type
156Low-lime flyash (ASTM Class F)
145 
Los Canchales completed
Los Canchales completed

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): Water Supply

River: Yuxi

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: -/85

Start of RCC: -/85

End of RCC: -/88

End of Project: -/89

Specifications

Height: 38 metres

Length: 102 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
 Low-lime flyash (ASTM Class F)
  
Photo coming soon

Full Dam Information

Details

Country: USA

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Colorado

Reservoir capacity: 700 m3x106

Construction Dates

Start of Project: 05/87

Start of RCC: 05/87

End of RCC: 04/89

End of Project: 01/90

Specifications

Height: 31 metres

Length: 173 metres

Volume of RCC: 89 m3x103

Total volume: 158 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalReinforced concrete cast against precast units or slip-formed facing elements
Downstream
SlopeType
0.831Unformed face of RCC
Spillway
SlopeType
ogeeReinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
125
Pozzolan (kg/m3)Pozzolan Type
62High-lime flyash (ASTM Class C)
  
S.W. Freese (formerly Stacy - spillway) completed
S.W. Freese (formerly Stacy - spillway) completed

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower / Irrigation / Water Supply

River: Chanxi

Reservoir capacity: 53 m3x106

Construction Dates

Start of Project: 12/85

Start of RCC: 12/85

End of RCC: 08/89

End of Project: 09/89

Specifications

Height: 58 metres

Length: 150 metres

Volume of RCC: 71 m3x103

Total volume: 93 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalReinforced conventional concrete cast after RCC placement
0.30Reinforced conventional concrete cast after RCC placement
Downstream
SlopeType
0.75RCC against precast concrete blocks
Spillway
SlopeType
0.75Reinforced concrete cast against precast units or slip-formed facing elements

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
72
54
Pozzolan (kg/m3)Pozzolan Type
82Low-lime flyash (ASTM Class F)
86 
Longmentan Nº1 completed
Longmentan Nº1 completed

Full Dam Information

Details

Country: South Africa

Owner: -

Type: Arch-Gravity

Purpose(s): Water Supply

River: Great Brak

Reservoir capacity: 24 m3x106

Construction Dates

Start of Project: 11/87

Start of RCC: 11/87

End of RCC: 10/89

End of Project: 11/90

Specifications

Height: 70 metres

Length: 268 metres

Volume of RCC: 180 m3x103

Total volume: 210 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.50Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.50Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
250250

Cementitious material

Cement (kg/m3)
58
Pozzolan (kg/m3)Pozzolan Type
136Low-lime flyash (ASTM Class F)
  
Wolwedans completed
Wolwedans completed

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Kabura

Reservoir capacity: 5 m3x106

Construction Dates

Start of Project: 03/86

Start of RCC: 03/86

End of RCC: 01/90

End of Project: 03/92

Specifications

Height: 70 metres

Length: 300 metres

Volume of RCC: 167 m3x103

Total volume: 350 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
0.40Traditional concrete against formwork
Downstream
SlopeType
0.75Traditional concrete against formwork
Spillway
SlopeType
0.75Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
180500

Cementitious material

Cement (kg/m3)
96
Pozzolan (kg/m3)Pozzolan Type
24Low-lime flyash (ASTM Class F)
  
Dodairagawa completed
Dodairagawa completed

Full Dam Information

Details

Country: USA

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Quail Creek

Reservoir capacity: 50 m3x106

Construction Dates

Start of Project: 02/90

Start of RCC: 02/90

End of RCC: 05/90

End of Project: 08/90

Specifications

Height: 42 metres

Length: 610 metres

Volume of RCC: 130 m3x103

Total volume: 150 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
VerticalTraditional concrete against formwork
0.85Unformed face of RCC
Spillway
SlopeType
conduit 

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
80
Pozzolan (kg/m3)Pozzolan Type
53Low-lime flyash (ASTM Class F)
  
Quail Creek South completed
Quail Creek South completed

Full Dam Information

Details

Country: Honduras

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Concepción

Reservoir capacity: 35 m3x106

Construction Dates

Start of Project: 12/88

Start of RCC: 12/88

End of RCC: 06/90

End of Project: 08/90

Specifications

Height: 68 metres

Length: 694 metres

Volume of RCC: 270 m3x103

Total volume: 290 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.075Traditional concrete against formwork with external geomembrane
Downstream
SlopeType
0.80RCC against formwork  [stepped face]
Spillway
SlopeType
0.80Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
400400

Cementitious material

Cement (kg/m3)
65
Pozzolan (kg/m3)Pozzolan Type
15Natural pozzolan (ASTM Class N)
  
Concepción completed
Concepción completed

Full Dam Information

Details

Country: South Africa

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Kubusie

Reservoir capacity: 94 m3x106

Construction Dates

Start of Project: 07/88

Start of RCC: 07/88

End of RCC: 07/90

End of Project: 12/90

Specifications

Height: 34 metres

Length: 737 metres

Volume of RCC: 134 m3x103

Total volume: 165 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
VerticalTraditional concrete against formwork  [stepped face]
0.62 
Spillway
SlopeType
0.62Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
250250

Cementitious material

Cement (kg/m3)
44
Pozzolan (kg/m3)Pozzolan Type
66Low-lime flyash (ASTM Class F)
  
Wriggleswade completed
Wriggleswade completed

Full Dam Information

Details

Country: Spain

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Izoria and Idas

Reservoir capacity: 2 m3x106

Construction Dates

Start of Project: 01/89

Start of RCC: 01/89

End of RCC: 08/90

End of Project: 11/91

Specifications

Height: 53 metres

Length: 182 metres

Volume of RCC: 80 m3x103

Total volume: 91 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.05RCC against formwork
Downstream
SlopeType
VerticalRCC against formwork  [stepped face]
0.75RCC against formwork  [stepped face]
Spillway
SlopeType
0.75Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
80
65
Pozzolan (kg/m3)Pozzolan Type
160Low-lime flyash (ASTM Class F)
170 
Maroño completed
Maroño completed

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Asari

Reservoir capacity: 9 m3x106

Construction Dates

Start of Project: 07/86

Start of RCC: 07/86

End of RCC: 09/90

End of Project: 03/93

Specifications

Height: 74 metres

Length: 390 metres

Volume of RCC: 259 m3x103

Total volume: 517 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
0.30Traditional concrete against formwork
Downstream
SlopeType
0.80Traditional concrete against formwork
Spillway
SlopeType
0.80Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
180500

Cementitious material

Cement (kg/m3)
96
Pozzolan (kg/m3)Pozzolan Type
24Low-lime flyash (ASTM Class F)
  
Asari completed
Asari completed

Full Dam Information

Details

Country: Spain

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Hervás

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 01/89

Start of RCC: 01/89

End of RCC: 09/90

End of Project: 10/90

Specifications

Height: 33 metres

Length: 210 metres

Volume of RCC: 24 m3x103

Total volume: 43 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.15Traditional concrete against formwork
Downstream
SlopeType
0.70Traditional concrete against formwork  [stepped face]
 Traditional concrete against precast concrete panels  [stepped face]
Spillway
SlopeType
0.70Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
80
Pozzolan (kg/m3)Pozzolan Type
155Low-lime flyash (ASTM Class F)
  
Hervás completed
Hervás completed

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Kaneyama

Reservoir capacity: 7 m3x106

Construction Dates

Start of Project: 07/86

Start of RCC: 07/86

End of RCC: 10/90

End of Project: 08/93

Specifications

Height: 61 metres

Length: 257 metres

Volume of RCC: 136 m3x103

Total volume: 307 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
0.60Traditional concrete against formwork
Downstream
SlopeType
0.75Traditional concrete against formwork
Spillway
SlopeType
0.75Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
150  -500
200 

Cementitious material

Cement (kg/m3)
96
Pozzolan (kg/m3)Pozzolan Type
24Low-lime flyash (ASTM Class F)
  
Kamuro completed
Kamuro completed

Full Dam Information

Details

Country: South Africa

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Ecca

Reservoir capacity: 7 m3x106

Construction Dates

Start of Project: 02/88

Start of RCC: 02/88

End of RCC: 12/90

End of Project: 04/91

Specifications

Height: 32 metres

Length: 380 metres

Volume of RCC: 66 m3x103

Total volume: 114 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
VerticalTraditional concrete against formwork
0.75Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.75Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
330330

Cementitious material

Cement (kg/m3)
65
Pozzolan (kg/m3)Pozzolan Type
65Low-lime flyash (ASTM Class F)
  
Glen Melville completed
Glen Melville completed

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Flood Control / Irrigation / Recreation / Water Supply

River: Gameleiras

Reservoir capacity: 145 m3x106

Construction Dates

Start of Project: 07/90

Start of RCC: 07/90

End of RCC: 04/91

End of Project: 05/91

Specifications

Height: 29 metres

Length: 150 metres

Volume of RCC: 27 m3x103

Total volume: 29 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
  
Spillway
SlopeType
 Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
400400

Cementitious material

Cement (kg/m3)
52
Pozzolan (kg/m3)Pozzolan Type
13No pozzolan used  -
  
Gameleiras completed
Gameleiras completed

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Sakai

Reservoir capacity: 60 m3x106

Construction Dates

Start of Project: 03/85

Start of RCC: 03/85

End of RCC: 07/91

End of Project: 01/93

Specifications

Height: 115 metres

Length: 298 metres

Volume of RCC: 373 m3x103

Total volume: 713 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
0.80Traditional concrete against formwork
Downstream
SlopeType
0.78Traditional concrete against formwork
Spillway
SlopeType
0.78Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
180750

Cementitious material

Cement (kg/m3)
84
Pozzolan (kg/m3)Pozzolan Type
36Low-lime flyash (ASTM Class F)
  
Sakaigawa completed
Sakaigawa completed

Full Dam Information

Details

Country: Australia

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Munday Brook

Reservoir capacity: 10 m3x106

Construction Dates

Start of Project: 08/90

Start of RCC: 08/90

End of RCC: 08/91

End of Project: 11/91

Specifications

Height: 52 metres

Length: 285 metres

Volume of RCC: 121 m3x103

Total volume: 135 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalSlip-formed/extruded facing elements
Downstream
SlopeType
0.325Slip-formed/extruded facing elements  [stepped face]
0.80Slip-formed/extruded facing elements  [stepped face]
Spillway
SlopeType
0.325Slip-formed/extruded facing elements  [stepped face]
0.80Slip-formed/extruded facing elements  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
79
Pozzolan (kg/m3)Pozzolan Type
160Low-lime flyash (ASTM Class F)
  
New Victoria completed
New Victoria completed

Full Dam Information

Details

Country: Spain

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Ribera de los Montes

Reservoir capacity: 3 m3x106

Construction Dates

Start of Project: 12/90

Start of RCC: 12/90

End of RCC: 09/91

End of Project: 12/91

Specifications

Height: 24 metres

Length: 167 metres

Volume of RCC: 25 m3x103

Total volume: 33 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalSlip-formed/extruded facing elements
Downstream
SlopeType
0.13Slip-formed/extruded facing elements  [stepped face]
0.60 
Spillway
SlopeType
0.60Reinforced concrete cast against precast units or slip-formed facing elements  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
80
Pozzolan (kg/m3)Pozzolan Type
135Low-lime flyash (ASTM Class F)
  
Burguillos del Cerro completed
Burguillos del Cerro completed

Full Dam Information

Details

Country: France

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Lessarte

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 04/91

Start of RCC: 04/91

End of RCC: 10/91

End of Project: 12/91

Specifications

Height: 36 metres

Length: 100 metres

Volume of RCC: 19 m3x103

Total volume: 23 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.10Traditional concrete against formwork
Downstream
SlopeType
0.75Mechanically compacted unformed face of RCC
Spillway
SlopeType
0.75Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
110ROLAC (mixture of flyash and slag with or without limestone fines)
  
Choldocogagna completed
Choldocogagna completed

Full Dam Information

Details

Country: USA

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Double Mountain Fork

Reservoir capacity: 140 m3x106

Construction Dates

Start of Project: 03/91

Start of RCC: 03/91

End of RCC: 04/92

End of Project: -/93

Specifications

Height: 25 metres

Length: 84 metres

Volume of RCC: 22 m3x103

Total volume: 23 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalReinforced concrete cast against precast units or slip-formed facing elements
Downstream
SlopeType
1.10Unformed face of RCC
Spillway
SlopeType
ogeeTraditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
119
Pozzolan (kg/m3)Pozzolan Type
59Low-lime flyash (ASTM Class F)
  
Alan Henry Spillway completed
Alan Henry Spillway completed

Full Dam Information

Details

Country: Spain

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Alzania

Reservoir capacity: 5 m3x106

Construction Dates

Start of Project: 03/90

Start of RCC: 03/90

End of RCC: 07/92

End of Project: 10/92

Specifications

Height: 58 metres

Length: 396 metres

Volume of RCC: 150 m3x103

Total volume: 240 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.75RCC against formwork  [stepped face]
Spillway
SlopeType
0.75RCC against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
72
Pozzolan (kg/m3)Pozzolan Type
108Low-lime flyash (ASTM Class F)
  
Urdalur completed
Urdalur completed

Full Dam Information

Details

Country: USA

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Mill

Reservoir capacity: 4 m3x106

Construction Dates

Start of Project: 09/91

Start of RCC: 09/91

End of RCC: 07/92

End of Project: -/93

Specifications

Height: 40 metres

Length: 213 metres

Volume of RCC: 69 m3x103

Total volume: 70 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against precast concrete panels with geomembrane
Downstream
SlopeType
0.80Unformed face of RCC
Spillway
SlopeType
0.80Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
59
Pozzolan (kg/m3)Pozzolan Type
34Low-lime flyash (ASTM Class F)
  
Christian E. Siegrist completed
Christian E. Siegrist completed

Full Dam Information

Details

Country: South Africa

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Harts

Reservoir capacity: 66 m3x106

Construction Dates

Start of Project: 06/90

Start of RCC: 06/90

End of RCC: 09/92

End of Project: 05/93

Specifications

Height: 50 metres

Length: 320 metres

Volume of RCC: 132 m3x103

Total volume: 153 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
VerticalTraditional concrete against formwork
0.75Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.75Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
250250

Cementitious material

Cement (kg/m3)
44
Pozzolan (kg/m3)Pozzolan Type
66Low-lime flyash (ASTM Class F)
  
Taung completed
Taung completed

Full Dam Information

Details

Country: Spain

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Arriarán

Reservoir capacity: 3 m3x106

Construction Dates

Start of Project: 10/91

Start of RCC: 10/91

End of RCC: 09/92

End of Project: 02/94

Specifications

Height: 58 metres

Length: 206 metres

Volume of RCC: 110 m3x103

Total volume: 113 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.05RCC against formwork
Downstream
SlopeType
0.70RCC against formwork  [stepped face]
Spillway
SlopeType
0.70RCC against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
85
Pozzolan (kg/m3)Pozzolan Type
135Low-lime flyash (ASTM Class F)
  
Arriarán completed
Arriarán completed

Full Dam Information

Details

Country: Australia

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Isaac

Reservoir capacity: 20 m3x106

Construction Dates

Start of Project: 07/92

Start of RCC: 07/92

End of RCC: 11/92

End of Project: 12/92

Specifications

Height: 26 metres

Length: 285 metres

Volume of RCC: 64 m3x103

Total volume: 68 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against precast concrete panels with geomembrane
1.00Unformed face of RCC
Downstream
SlopeType
0.80RCC against formwork  [stepped face]
1.00Unformed face of RCC
Spillway
SlopeType
0.80Reinforced concrete cast against precast units or slip-formed facing elements  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
85
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Burton Gorge completed
Burton Gorge completed

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

Purpose(s): Flood Control / Irrigation / Water Supply

River: Sakoma

Reservoir capacity: 42 m3x106

Construction Dates

Start of Project: 09/87

Start of RCC: 09/87

End of RCC: 11/92

End of Project: 03/97

Specifications

Height: 100 metres

Length: 378 metres

Volume of RCC: 521 m3x103

Total volume: 836 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
0.30Traditional concrete against formwork
Downstream
SlopeType
0.80Traditional concrete against formwork
Spillway
SlopeType
0.80Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
150  -750  -
2001000

Cementitious material

Cement (kg/m3)
91
Pozzolan (kg/m3)Pozzolan Type
39Low-lime flyash (ASTM Class F)
  
Ryumon completed
Ryumon completed

Full Dam Information

Details

Country: Morocco

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Joumoua

Reservoir capacity: 7 m3x106

Construction Dates

Start of Project: 07/89

Start of RCC: 07/89

End of RCC: 11/92

End of Project: 12/92

Specifications

Height: 57 metres

Length: 250 metres

Volume of RCC: 150 m3x103

Total volume: 200 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.20Traditional concrete against precast concrete panels
Downstream
SlopeType
0.80Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.80Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
350350

Cementitious material

Cement (kg/m3)
105
180
Pozzolan (kg/m3)Pozzolan Type
45No pozzolan used  -
0 
Joumoua completed
Joumoua completed

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Ashida

Reservoir capacity: 60 m3x106

Construction Dates

Start of Project: 08/88

Start of RCC: 08/88

End of RCC: -/92

End of Project: 03/98

Specifications

Height: 85 metres

Length: 325 metres

Volume of RCC: 228 m3x103

Total volume: 500 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
0.20Traditional concrete against formwork
Downstream
SlopeType
0.75Traditional concrete against formwork
Spillway
SlopeType
0.75Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
150  -750
200 

Cementitious material

Cement (kg/m3)
84
Pozzolan (kg/m3)Pozzolan Type
36Low-lime flyash (ASTM Class F)
  
Hattabara completed
Hattabara completed

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): Hydropower / Irrigation / Water Supply

River: Sanchahe

Reservoir capacity: 377 m3x106

Construction Dates

Start of Project: 03/89

Start of RCC: 03/89

End of RCC: 05/93

End of Project: 02/94

Specifications

Height: 75 metres

Length: 196 metres

Volume of RCC: 103 m3x103

Total volume: 137 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.35Traditional concrete against formwork
Spillway
SlopeType
ogeeTraditional concrete against formwork
0.35Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
85
54
Pozzolan (kg/m3)Pozzolan Type
103Low-lime flyash (ASTM Class F)
99 
Puding completed
Puding completed

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower / Water Supply

River: Kamo

Reservoir capacity: 6 m3x106

Construction Dates

Start of Project: 10/89

Start of RCC: 10/89

End of RCC: 07/93

End of Project: 03/94

Specifications

Height: 76 metres

Length: 228 metres

Volume of RCC: 222 m3x103

Total volume: 342 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
0.60Traditional concrete against formwork
Downstream
SlopeType
0.76Traditional concrete against formwork
Spillway
SlopeType
0.76Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
250750

Cementitious material

Cement (kg/m3)
96
Pozzolan (kg/m3)Pozzolan Type
24Low-lime flyash (ASTM Class F)
  
Tsugawa completed
Tsugawa completed

Full Dam Information

Details

Country: USA

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: off-stream

Reservoir capacity: 12 m3x106

Construction Dates

Start of Project: 10/92

Start of RCC: 10/92

End of RCC: 08/93

End of Project: -/94

Specifications

Height: 74 metres

Length: 302 metres

Volume of RCC: 222 m3x103

Total volume: 223 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against precast concrete panels with geomembrane
Downstream
SlopeType
0.80Unformed face of RCC
Spillway
SlopeType
none 

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
53
Pozzolan (kg/m3)Pozzolan Type
53Low-lime flyash (ASTM Class F)
  
Clifford D. Craig (formerly Spring Hollow) completed
Clifford D. Craig (formerly Spring Hollow) completed

Full Dam Information

Details

Country: USA

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Mountain Creek

Reservoir capacity: -

Construction Dates

Start of Project: 11/92

Start of RCC: 11/92

End of RCC: 08/93

End of Project: -/93

Specifications

Height: 21 metres

Length: 168 metres

Volume of RCC: 26 m3x103

Total volume: 28 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against precast concrete panels with geomembrane
Downstream
SlopeType
0.80Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.80Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
119
Pozzolan (kg/m3)Pozzolan Type
84Low-lime flyash (ASTM Class F)
  
Hudson River Nº11 completed
Hudson River Nº11 completed

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Kodama

Reservoir capacity: 14 m3x106

Construction Dates

Start of Project: 10/89

Start of RCC: 10/89

End of RCC: 12/93

End of Project: 03/97

Specifications

Height: 102 metres

Length: 280 metres

Volume of RCC: 358 m3x103

Total volume: 570 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
0.20Traditional concrete against formwork
Downstream
SlopeType
0.76Traditional concrete against formwork
Spillway
SlopeType
0.76Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
250750

Cementitious material

Cement (kg/m3)
91
Pozzolan (kg/m3)Pozzolan Type
36Ground-granulated blast-furnace slag
  
Kodama completed
Kodama completed

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Miyatoko

Reservoir capacity: 5 m3x106

Construction Dates

Start of Project: 06/89

Start of RCC: 06/89

End of RCC: 12/93

End of Project: 01/97

Specifications

Height: 48 metres

Length: 256 metres

Volume of RCC: 172 m3x103

Total volume: 280 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.60Traditional concrete against formwork
Downstream
SlopeType
0.80Traditional concrete against formwork
Spillway
SlopeType
0.80Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
180500

Cementitious material

Cement (kg/m3)
96
Pozzolan (kg/m3)Pozzolan Type
24Low-lime flyash (ASTM Class F)
  
Miyatoko completed
Miyatoko completed

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower / Irrigation / Water Supply

River: Changhuajiang

Reservoir capacity: 1710 m3x106

Construction Dates

Start of Project: 06/90

Start of RCC: 06/90

End of RCC: 12/93

End of Project: 07/95

Specifications

Height: 55 metres

Length: 827 metres

Volume of RCC: 485 m3x103

Total volume: 860 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.75RCC against precast concrete blocks
 RCC against formwork
Spillway
SlopeType
0.75Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
55
Pozzolan (kg/m3)Pozzolan Type
96Low-lime flyash (ASTM Class F)
  
Daguangba on Google Earth
Daguangba on Google Earth

Full Dam Information

Details

Country: Morocco

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Sahla

Reservoir capacity: 62 m3x106

Construction Dates

Start of Project: 05/92

Start of RCC: 05/92

End of RCC: 12/93

End of Project: 07/94

Specifications

Height: 55 metres

Length: 160 metres

Volume of RCC: 130 m3x103

Total volume: 160 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.20Traditional concrete against precast concrete panels
Downstream
SlopeType
0.90Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.80Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
85
125
Pozzolan (kg/m3)Pozzolan Type
15Natural pozzolan (ASTM Class N)
25 
Sahla completed
Sahla completed

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Taperobá

Reservoir capacity: 76 m3x106

Construction Dates

Start of Project: 12/91

Start of RCC: 12/91

End of RCC: -/93

End of Project: -/94

Specifications

Height: 34 metres

Length: 296 metres

Volume of RCC: 69 m3x103

Total volume: 89 m3x103

Construction Methods

Facings

Upstream
SlopeType
 Traditional concrete against formwork
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
64
Pozzolan (kg/m3)Pozzolan Type
16No pozzolan used  -
  
Photo coming soon

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Aojiang

Reservoir capacity: 172 m3x106

Construction Dates

Start of Project: 08/92

Start of RCC: 08/92

End of RCC: 05/94

End of Project: 06/95

Specifications

Height: 66 metres

Length: 274 metres

Volume of RCC: 180 m3x103

Total volume: 272 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against precast concrete panels
Downstream
SlopeType
0.80RCC against precast concrete blocks
Spillway
SlopeType
0.77Reinforced concrete cast against precast units or slip-formed facing elements

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
65
55
Pozzolan (kg/m3)Pozzolan Type
125Low-lime flyash (ASTM Class F)
95 
Shanzi completed
Shanzi completed

Full Dam Information

Details

Country: Mexico

Owner: -

Type: Gravity

Purpose(s): Flood Control / Groundwater Recharge / Water Supply

River: San Lazaro

Reservoir capacity: 11 m3x106

Construction Dates

Start of Project: 10/85

Start of RCC: 10/85

End of RCC: 06/94

End of Project: 07/94

Specifications

Height: 37 metres

Length: 176 metres

Volume of RCC: 35 m3x103

Total volume: 53 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against precast concrete panels
0.20 
Downstream
SlopeType
0.80RCC against formwork  [stepped face]
Spillway
SlopeType
0.80Reinforced concrete cast against precast units or slip-formed facing elements

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
100
90
Pozzolan (kg/m3)Pozzolan Type
220Milled sand
220 
San Lazaro completed
San Lazaro completed

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Tanghe

Reservoir capacity: 7 m3x106

Construction Dates

Start of Project: 10/91

Start of RCC: 10/91

End of RCC: 06/94

End of Project: -/95

Specifications

Height: 48 metres

Length: 188 metres

Volume of RCC: 55 m3x103

Total volume: 63 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork with external geomembrane
Downstream
SlopeType
0.30RCC against formwork
Spillway
SlopeType
ogeeReinforced concrete cast against precast units or slip-formed facing elements

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
110
69
Pozzolan (kg/m3)Pozzolan Type
68Low-lime flyash (ASTM Class F)
85 
Wenquanbao completed
Wenquanbao completed

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Picuí

Reservoir capacity: 21 m3x106

Construction Dates

Start of Project: 10/93

Start of RCC: 10/93

End of RCC: 10/94

End of Project: -/95

Specifications

Height: 31 metres

Length: 135 metres

Volume of RCC: 27 m3x103

Total volume: 28 m3x103

Construction Methods

Facings

Upstream
SlopeType
 Traditional concrete against formwork
Downstream
SlopeType
 RCC against formwork  [stepped face]
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
56
Pozzolan (kg/m3)Pozzolan Type
14Natural pozzolan (ASTM Class N)
  
Várzea Grande completed
Várzea Grande completed

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Cova da Mandioca

Reservoir capacity: 126 m3x106

Construction Dates

Start of Project: 01/93

Start of RCC: 01/93

End of RCC: 12/94

End of Project: 12/94

Specifications

Height: 26 metres

Length: 360 metres

Volume of RCC: 75 m3x103

Total volume: 79 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.75RCC against formwork  [stepped face]
Spillway
SlopeType
0.75Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
400400

Cementitious material

Cement (kg/m3)
64
Pozzolan (kg/m3)Pozzolan Type
16No pozzolan used  -
  
Cova da Mandioca completed
Cova da Mandioca completed

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Da Prata

Reservoir capacity: 42 m3x106

Construction Dates

Start of Project: -/92

Start of RCC: -/92

End of RCC: 12/94

End of Project: -/95

Specifications

Height: 26 metres

Length: 405 metres

Volume of RCC: 61 m3x103

Total volume: 75 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
    [stepped face]
Spillway
SlopeType
    [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
80
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Rio da Prata completed
Rio da Prata completed

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower / Water Supply

River: Nakatsu

Reservoir capacity: 193 m3x106

Construction Dates

Start of Project: 11/87

Start of RCC: 11/87

End of RCC: 02/95

End of Project: 03/01

Specifications

Height: 156 metres

Length: 400 metres

Volume of RCC: 1537 m3x103

Total volume: 2060 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.20Traditional concrete against formwork
0.60Traditional concrete against formwork
Downstream
SlopeType
0.625Traditional concrete against formwork
Spillway
SlopeType
0.625Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
150  -750
200 

Cementitious material

Cement (kg/m3)
91
Pozzolan (kg/m3)Pozzolan Type
39Low-lime flyash (ASTM Class F)
  
Miyagase completed
Miyagase completed

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Yoshida

Reservoir capacity: 2 m3x106

Construction Dates

Start of Project: 07/91

Start of RCC: 07/91

End of RCC: 02/95

End of Project: 03/96

Specifications

Height: 75 metres

Length: 218 metres

Volume of RCC: 265 m3x103

Total volume: 304 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.75Traditional concrete against formwork
Spillway
SlopeType
0.75Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
250750

Cementitious material

Cement (kg/m3)
84
Pozzolan (kg/m3)Pozzolan Type
36Low-lime flyash (ASTM Class F)
  
Yoshida completed
Yoshida completed

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower / Water Supply

River: Takahashi

Reservoir capacity: 28 m3x106

Construction Dates

Start of Project: 03/89

Start of RCC: 03/89

End of RCC: 04/95

End of Project: 03/98

Specifications

Height: 98 metres

Length: 259 metres

Volume of RCC: 396 m3x103

Total volume: 670 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.77Traditional concrete against formwork
Spillway
SlopeType
0.77Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
250750

Cementitious material

Cement (kg/m3)
91
Pozzolan (kg/m3)Pozzolan Type
39Low-lime flyash (ASTM Class F)
  
Chiya completed
Chiya completed

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Saõ Gonçalo

Reservoir capacity: 69 m3x106

Construction Dates

Start of Project: 07/93

Start of RCC: 07/93

End of RCC: 05/95

End of Project: -/96

Specifications

Height: 51 metres

Length: 116 metres

Volume of RCC: 87 m3x103

Total volume: 93 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.10Traditional concrete against formwork
Downstream
SlopeType
0.80RCC against precast concrete blocks  [stepped face]
Spillway
SlopeType
0.80Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
64
Pozzolan (kg/m3)Pozzolan Type
16Natural pozzolan (ASTM Class N)
  
Canoas completed
Canoas completed

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower / Water Supply

River: Matsu

Reservoir capacity: 12 m3x106

Construction Dates

Start of Project: 07/90

Start of RCC: 07/90

End of RCC: 06/95

End of Project: 09/96

Specifications

Height: 65 metres

Length: 296 metres

Volume of RCC: 141 m3x103

Total volume: 294 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
0.70Traditional concrete against formwork
Downstream
SlopeType
0.76Traditional concrete against formwork
Spillway
SlopeType
0.76Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
250750

Cementitious material

Cement (kg/m3)
91
Pozzolan (kg/m3)Pozzolan Type
39Low-lime flyash (ASTM Class F)
  
Ohmatsugawa completed
Ohmatsugawa completed

Full Dam Information

Details

Country: China

Owner: -

Type: Arch-Gravity

Purpose(s): Hydropower / Water Supply

River: Longshanxi

Reservoir capacity: 9 m3x106

Construction Dates

Start of Project: 08/93

Start of RCC: 08/93

End of RCC: 07/95

End of Project: 10/95

Specifications

Height: 64 metres

Length: 93 metres

Volume of RCC: 25 m3x103

Total volume: 33 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork with external geomembrane
0.08RCC against formwork with external geomembrane
Downstream
SlopeType
0.65RCC against formwork
Spillway
SlopeType
ogeeReinforced concrete cast against precast units or slip-formed facing elements
0.65 

Placement

Layers (mm)Lifts (mm)
300  -300  -
350350

Cementitious material

Cement (kg/m3)
80
79
Pozzolan (kg/m3)Pozzolan Type
120Low-lime flyash (ASTM Class F)
105 
Xibingxi completed
Xibingxi completed

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Taizi

Reservoir capacity: 2168 m3x106

Construction Dates

Start of Project: 05/90

Start of RCC: 05/90

End of RCC: 09/95

End of Project: 10/95

Specifications

Height: 82 metres

Length: 1040 metres

Volume of RCC: 1240 m3x103

Total volume: 1876 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
0.10Traditional concrete against formwork
Downstream
SlopeType
0.70Traditional concrete against formwork
Spillway
SlopeType
0.70Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
270  -750
280 

Cementitious material

Cement (kg/m3)
91
Pozzolan (kg/m3)Pozzolan Type
39Low-lime flyash (ASTM Class F)
  
Guanyinge (Kwan-in-Temple) completed
Guanyinge (Kwan-in-Temple) completed

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Satsunai

Reservoir capacity: 54 m3x106

Construction Dates

Start of Project: 02/87

Start of RCC: 02/87

End of RCC: 10/95

End of Project: 03/99

Specifications

Height: 114 metres

Length: 300 metres

Volume of RCC: 536 m3x103

Total volume: 770 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.40Traditional concrete against formwork
Downstream
SlopeType
0.80Traditional concrete against formwork
Spillway
SlopeType
0.80Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
250750

Cementitious material

Cement (kg/m3)
78
Pozzolan (kg/m3)Pozzolan Type
42Ground-granulated blast-furnace slag
  
Satsunaigawa completed
Satsunaigawa completed

Full Dam Information

Details

Country: Morocco

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Taghoucht

Reservoir capacity: 12 m3x106

Construction Dates

Start of Project: 11/93

Start of RCC: 11/93

End of RCC: 10/95

End of Project: 03/96

Specifications

Height: 36 metres

Length: 80 metres

Volume of RCC: 45 m3x103

Total volume: 57 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.20Traditional concrete against precast concrete panels
Downstream
SlopeType
0.80Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.80Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
110
150
Pozzolan (kg/m3)Pozzolan Type
0Natural pozzolan (ASTM Class N)
0 
Enjil on Google Earth
Enjil on Google Earth

Full Dam Information

Details

Country: USA

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Tributary of Cache La Poudre

Reservoir capacity: 3 m3x106

Construction Dates

Start of Project: 05/95

Start of RCC: 05/95

End of RCC: 11/95

End of Project: 12/95

Specifications

Height: 21 metres

Length: 70 metres

Volume of RCC: 7 m3x103

Total volume: 8 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.80Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.80Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
145
Pozzolan (kg/m3)Pozzolan Type
48Low-lime flyash (ASTM Class F)
  
New Peterson Lake completed
New Peterson Lake completed

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

Purpose(s): Flood Control / Irrigation / Water Supply

River: Shio

Reservoir capacity: 12 m3x106

Construction Dates

Start of Project: 05/93

Start of RCC: 05/93

End of RCC: 11/95

End of Project: 03/99

Specifications

Height: 79 metres

Length: 225 metres

Volume of RCC: 299 m3x103

Total volume: 388 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.10Traditional concrete against formwork
0.70Traditional concrete against formwork
Downstream
SlopeType
0.76Traditional concrete against formwork
Spillway
SlopeType
0.76Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
250750

Cementitious material

Cement (kg/m3)
96
Pozzolan (kg/m3)Pozzolan Type
24Low-lime flyash (ASTM Class F)
  
Shiokawa completed
Shiokawa completed

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower / Water Supply

River: Urayama

Reservoir capacity: 58 m3x106

Construction Dates

Start of Project: 03/90

Start of RCC: 03/90

End of RCC: 12/95

End of Project: 03/99

Specifications

Height: 156 metres

Length: 372 metres

Volume of RCC: 1294 m3x103

Total volume: 1750 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
0.65Traditional concrete against formwork
Downstream
SlopeType
0.80Traditional concrete against formwork
Spillway
SlopeType
0.80Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
250750
 1000

Cementitious material

Cement (kg/m3)
91
Pozzolan (kg/m3)Pozzolan Type
39Low-lime flyash (ASTM Class F)
  
Urayama completed
Urayama completed

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Flood Control / Irrigation / Water Supply

River: Gunhe

Reservoir capacity: 120 m3x106

Construction Dates

Start of Project: 07/93

Start of RCC: 07/93

End of RCC: 12/95

End of Project: 07/96

Specifications

Height: 41 metres

Length: 650 metres

Volume of RCC: 272 m3x103

Total volume: 351 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork (GEVR/GE-RCC)
Downstream
SlopeType
0.75RCC against formwork  [stepped face]
Spillway
SlopeType
0.75Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
98
51
Pozzolan (kg/m3)Pozzolan Type
98Low-lime flyash (ASTM Class F)
107 
Photo coming soon

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Flood Control / Irrigation / Water Supply

River: Paraíba

Reservoir capacity: 247 m3x106

Construction Dates

Start of Project: -/93

Start of RCC: -/93

End of RCC: -/95

End of Project: -/95

Specifications

Height: 79 metres

Length: 674 metres

Volume of RCC: 674 m3x103

Total volume: 734 m3x103

Construction Methods

Facings

Upstream
SlopeType
 Traditional concrete against formwork
Downstream
SlopeType
 RCC against formwork  [stepped face]
Spillway
SlopeType
 Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
64
Pozzolan (kg/m3)Pozzolan Type
16Natural pozzolan (ASTM Class N)
  
Acauã completed
Acauã completed

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Recreation / Water Supply

River: Seridó

Reservoir capacity: 50 m3x106

Construction Dates

Start of Project: -/93

Start of RCC: -/93

End of RCC: -/95

End of Project: -/96

Specifications

Height: 26 metres

Length: 458 metres

Volume of RCC: 27 m3x103

Total volume: 28 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
64
Pozzolan (kg/m3)Pozzolan Type
16Natural pozzolan (ASTM Class N)
  
Passagem de Trairas completed
Passagem de Trairas completed

Full Dam Information

Details

Country: Honduras

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Rio Grande Nacaome

Reservoir capacity: 42 m3x106

Construction Dates

Start of Project: 06/93

Start of RCC: 06/93

End of RCC: -/95

End of Project: -/95

Specifications

Height: 54 metres

Length: 320 metres

Volume of RCC: 250 m3x103

Total volume: 300 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.15Traditional concrete against formwork with external geomembrane
Downstream
SlopeType
0.80RCC against formwork  [stepped face]
Spillway
SlopeType
0.80Reinforced conventional concrete cast after RCC placement  [stepped face]

Placement

Layers (mm)Lifts (mm)
400400

Cementitious material

Cement (kg/m3)
64
Pozzolan (kg/m3)Pozzolan Type
21Natural pozzolan (ASTM Class N)
  
Nacaome completed
Nacaome completed

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Shima

Reservoir capacity: 9 m3x106

Construction Dates

Start of Project: 03/91

Start of RCC: 03/91

End of RCC: 05/96

End of Project: 03/98

Specifications

Height: 90 metres

Length: 330 metres

Volume of RCC: 390 m3x103

Total volume: 516 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
0.50Traditional concrete against formwork
Downstream
SlopeType
0.80Traditional concrete against formwork
Spillway
SlopeType
0.80Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
250750

Cementitious material

Cement (kg/m3)
84
Pozzolan (kg/m3)Pozzolan Type
36Low-lime flyash (ASTM Class F)
  
Shimagawa completed
Shimagawa completed

Full Dam Information

Details

Country: USA

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Big Haynes Creek

Reservoir capacity: -

Construction Dates

Start of Project: 10/94

Start of RCC: 10/94

End of RCC: 06/96

End of Project: 09/96

Specifications

Height: 27 metres

Length: 427 metres

Volume of RCC: 72 m3x103

Total volume: 74 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against precast concrete panels with geomembrane
Downstream
SlopeType
0.80RCC against precast concrete blocks  [stepped face]
Spillway
SlopeType
0.80RCC against precast concrete blocks  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
42
39
Pozzolan (kg/m3)Pozzolan Type
42Low-lime flyash (ASTM Class F)
39 
Jack Turner (formerly Big Haynes) completed
Jack Turner (formerly Big Haynes) completed

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower / Water Supply

River: Katsura

Reservoir capacity: 66 m3x106

Construction Dates

Start of Project: -/83

Start of RCC: -/83

End of RCC: 07/96

End of Project: 03/98

Specifications

Height: 70 metres

Length: 438 metres

Volume of RCC: 440 m3x103

Total volume: 670 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
0.80Traditional concrete against formwork
Downstream
SlopeType
0.80Traditional concrete against formwork
Spillway
SlopeType
0.80Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
250750
 1000

Cementitious material

Cement (kg/m3)
84
77
Pozzolan (kg/m3)Pozzolan Type
36Low-lime flyash (ASTM Class F)
33 
Hiyoshi completed
Hiyoshi completed

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

Purpose(s): Flood Control / Irrigation / Water Supply

River: Douzan

Reservoir capacity: 53 m3x106

Construction Dates

Start of Project: 02/92

Start of RCC: 02/92

End of RCC: 02/97

End of Project: 03/00

Specifications

Height: 111 metres

Length: 250 metres

Volume of RCC: 355 m3x103

Total volume: 510 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.76Traditional concrete against formwork
Spillway
SlopeType
0.76Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
250750
 1000

Cementitious material

Cement (kg/m3)
84
72
Pozzolan (kg/m3)Pozzolan Type
36Low-lime flyash (ASTM Class F)
48 
Tomisato completed
Tomisato completed

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Dahexi

Reservoir capacity: 223 m3x106

Construction Dates

Start of Project: 10/93

Start of RCC: 10/93

End of RCC: 05/97

End of Project: 07/97

Specifications

Height: 83 metres

Length: 390 metres

Volume of RCC: 320 m3x103

Total volume: 458 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
0.20Traditional concrete against formwork
Downstream
SlopeType
0.70Traditional concrete against precast concrete panels
Spillway
SlopeType
0.75Reinforced concrete cast against precast units or slip-formed facing elements

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
64
Pozzolan (kg/m3)Pozzolan Type
96Low-lime flyash (ASTM Class F)
  
Wanyao completed
Wanyao completed

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Sorachi

Reservoir capacity: 108 m3x106

Construction Dates

Start of Project: 10/90

Start of RCC: 10/90

End of RCC: 07/97

End of Project: 06/00

Specifications

Height: 50 metres

Length: 445 metres

Volume of RCC: 327 m3x103

Total volume: 455 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.06Traditional concrete against formwork
Downstream
SlopeType
0.80Traditional concrete against formwork
Spillway
SlopeType
0.80Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
250750

Cementitious material

Cement (kg/m3)
84
Pozzolan (kg/m3)Pozzolan Type
36Low-lime flyash (ASTM Class F)
  
Takisato completed
Takisato completed

Full Dam Information

Details

Country: USA

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: South Fork Clear Creek

Reservoir capacity: 3 m3x106

Construction Dates

Start of Project: 05/96

Start of RCC: 05/96

End of RCC: 08/97

End of Project: -/97

Specifications

Height: 41 metres

Length: 170 metres

Volume of RCC: 62 m3x103

Total volume: 69 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.80Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.80Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
89
Pozzolan (kg/m3)Pozzolan Type
83Low-lime flyash (ASTM Class F)
  
Tie Hack completed
Tie Hack completed

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Meixihe

Reservoir capacity: 95 m3x106

Construction Dates

Start of Project: 01/95

Start of RCC: 01/95

End of RCC: 10/97

End of Project: 12/97

Specifications

Height: 60 metres

Length: 221 metres

Volume of RCC: 113 m3x103

Total volume: 172 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against precast concrete panels with hot poured membrane
Downstream
SlopeType
0.80Traditional concrete against formwork
Spillway
SlopeType
0.78Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
90
55
Pozzolan (kg/m3)Pozzolan Type
110Low-lime flyash (ASTM Class F)
105 
Shuangxi completed
Shuangxi completed

Full Dam Information

Details

Country: Australia

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Cadiangullong Creek

Reservoir capacity: 4 m3x106

Construction Dates

Start of Project: 11/96

Start of RCC: 11/96

End of RCC: 12/97

End of Project: 03/98

Specifications

Height: 43 metres

Length: 356 metres

Volume of RCC: 114 m3x103

Total volume: 123 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork (GEVR/GE-RCC)
Downstream
SlopeType
0.75Traditional concrete against formwork  [stepped face]
 RCC against formwork (GEVR/GE-RCC)  [stepped face]
Spillway
SlopeType
0.75Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
90
Pozzolan (kg/m3)Pozzolan Type
90Low-lime flyash (ASTM Class F)
  
Cadiangullong completed
Cadiangullong completed

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Recreation / Water Supply

River: Qinglonghe

Reservoir capacity: 859 m3x106

Construction Dates

Start of Project: 11/92

Start of RCC: 11/92

End of RCC: 12/97

End of Project: -/98

Specifications

Height: 75 metres

Length: 500 metres

Volume of RCC: 585 m3x103

Total volume: 1350 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
0.15 
Downstream
SlopeType
0.78Traditional concrete against formwork
Spillway
SlopeType
ogeeTraditional concrete against formwork
0.65Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
135
70
Pozzolan (kg/m3)Pozzolan Type
70Low-lime flyash (ASTM Class F)
85 
Taolinkou completed
Taolinkou completed

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: -

Reservoir capacity: 129 m3x106

Construction Dates

Start of Project: -/86

Start of RCC: -/86

End of RCC: -/97

End of Project: -/97

Specifications

Height: 47 metres

Length: -

Volume of RCC: -

Total volume: 129 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Photo coming soon

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Ipojuca (Gravata)

Reservoir capacity: 37 m3x106

Construction Dates

Start of Project: 05/95

Start of RCC: 05/95

End of RCC: -/97

End of Project: -/98

Specifications

Height: 56 metres

Length: 380 metres

Volume of RCC: 113 m3x103

Total volume: 125 m3x103

Construction Methods

Facings

Upstream
SlopeType
 Traditional concrete against formwork
Downstream
SlopeType
 Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
 Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
64
Pozzolan (kg/m3)Pozzolan Type
16Natural pozzolan (ASTM Class N)
  
Pedro Moura Junior (formerly Belo Jardim) completed
Pedro Moura Junior (formerly Belo Jardim) completed

Full Dam Information

Details

Country: Morocco

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Sraa

Reservoir capacity: 56 m3x106

Construction Dates

Start of Project: 05/95

Start of RCC: 05/95

End of RCC: 05/98

End of Project: 09/98

Specifications

Height: 55 metres

Length: 174 metres

Volume of RCC: 165 m3x103

Total volume: 186 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.20Traditional concrete against precast concrete panels
Downstream
SlopeType
0.80Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.80Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
100
120
Pozzolan (kg/m3)Pozzolan Type
0Natural pozzolan (ASTM Class N)
0 
Bouhouda completed
Bouhouda completed

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Hienuki

Reservoir capacity: 17 m3x106

Construction Dates

Start of Project: 03/93

Start of RCC: 03/93

End of RCC: 06/98

End of Project: 03/00

Specifications

Height: 74 metres

Length: 333 metres

Volume of RCC: 141 m3x103

Total volume: 333 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
0.20Traditional concrete against formwork
Downstream
SlopeType
0.76Traditional concrete against formwork
Spillway
SlopeType
0.76Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
250750

Cementitious material

Cement (kg/m3)
84
Pozzolan (kg/m3)Pozzolan Type
36Low-lime flyash (ASTM Class F)
  
Hayachine completed
Hayachine completed

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Ibicui-Mirim

Reservoir capacity: 24 m3x106

Construction Dates

Start of Project: 07/97

Start of RCC: 07/97

End of RCC: 07/98

End of Project: 11/98

Specifications

Height: 37 metres

Length: 675 metres

Volume of RCC: 69 m3x103

Total volume: 95 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalReinforced concrete cast against precast units or slip-formed facing elements
Downstream
SlopeType
 Reinforced conventional concrete cast after RCC placement  [stepped face]
Spillway
SlopeType
 Reinforced conventional concrete cast after RCC placement  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
90
Pozzolan (kg/m3)Pozzolan Type
30Low-lime flyash (ASTM Class F)
  
Val da Serra completed
Val da Serra completed

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Bonji

Reservoir capacity: 65 m3x106

Construction Dates

Start of Project: 08/88

Start of RCC: 08/88

End of RCC: 10/98

End of Project: 03/01

Specifications

Height: 123 metres

Length: 393 metres

Volume of RCC: 731 m3x103

Total volume: 1160 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.80Traditional concrete against formwork
Spillway
SlopeType
0.80Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
250750
 1000

Cementitious material

Cement (kg/m3)
91
Pozzolan (kg/m3)Pozzolan Type
39Low-lime flyash (ASTM Class F)
  
Gassan completed
Gassan completed

Full Dam Information

Details

Country: USA

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Wild Creek

Reservoir capacity: 2 m3x106

Construction Dates

Start of Project: 08/96

Start of RCC: 08/96

End of RCC: 10/98

End of Project: 12/98

Specifications

Height: 49 metres

Length: 610 metres

Volume of RCC: 283 m3x103

Total volume: 283 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against precast concrete panels with geomembrane
Downstream
SlopeType
0.50RCC supported by fill shoulders
 RCC against precast concrete panels
Spillway
SlopeType
conduit 

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
58
Pozzolan (kg/m3)Pozzolan Type
41Low-lime flyash (ASTM Class F)
  
Penn Forest under construction
Penn Forest under construction

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower / Water Supply

River: Dazhangxi

Reservoir capacity: 68 m3x106

Construction Dates

Start of Project: 05/96

Start of RCC: 05/96

End of RCC: 10/98

End of Project: 09/99

Specifications

Height: 87 metres

Length: 198 metres

Volume of RCC: 170 m3x103

Total volume: 255 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork (GEVR/GE-RCC)
Downstream
SlopeType
0.73RCC against precast concrete blocks
Spillway
SlopeType
ogeeTraditional concrete against formwork
0.73Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
2803000

Cementitious material

Cement (kg/m3)
115
80
Pozzolan (kg/m3)Pozzolan Type
95Low-lime flyash (ASTM Class F)
90 
Yongxi Nº3 completed
Yongxi Nº3 completed

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Flood Control / Irrigation / Recreation / Water Supply

River: Capiibaribe

Reservoir capacity: 327 m3x106

Construction Dates

Start of Project: 07/96

Start of RCC: 07/96

End of RCC: 10/98

End of Project: -/99

Specifications

Height: 63 metres

Length: 442 metres

Volume of RCC: 442 m3x103

Total volume: 470 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalReinforced conventional concrete cast after RCC placement
Downstream
SlopeType
0.75Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.75Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
64
Pozzolan (kg/m3)Pozzolan Type
16Natural pozzolan (ASTM Class N)
  
Jucazinho completed
Jucazinho completed

Full Dam Information

Details

Country: Spain

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Segre

Reservoir capacity: 402 m3x106

Construction Dates

Start of Project: 01/93

Start of RCC: 01/93

End of RCC: 12/98

End of Project: 01/00

Specifications

Height: 99 metres

Length: 630 metres

Volume of RCC: 980 m3x103

Total volume: 1016 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.15Traditional concrete against formwork
0.35Traditional concrete against formwork
Downstream
SlopeType
0.40Traditional concrete against formwork
0.65Traditional concrete against formwork
Spillway
SlopeType
0.65Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
330330

Cementitious material

Cement (kg/m3)
70
65
Pozzolan (kg/m3)Pozzolan Type
130Low-lime flyash (ASTM Class F)
130 
Rialb completed
Rialb completed

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower / Water Supply

River: Yujiang

Reservoir capacity: 68 m3x106

Construction Dates

Start of Project: -/91

Start of RCC: -/91

End of RCC: 12/98

End of Project: 06/00

Specifications

Height: 69 metres

Length: 279 metres

Volume of RCC: 170 m3x103

Total volume: 200 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork (GEVR/GE-RCC)
Downstream
SlopeType
0.74RCC against formwork
Spillway
SlopeType
0.80Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
3005000

Cementitious material

Cement (kg/m3)
134
72
Pozzolan (kg/m3)Pozzolan Type
89Low-lime flyash (ASTM Class F)
48 
Changshun completed
Changshun completed

Full Dam Information

Details

Country: Morocco

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Bous Sbaa

Reservoir capacity: 37 m3x106

Construction Dates

Start of Project: 01/97

Start of RCC: 01/97

End of RCC: 02/99

End of Project: 03/99

Specifications

Height: 54 metres

Length: 110 metres

Volume of RCC: 63 m3x103

Total volume: 77 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against precast concrete panels
Downstream
SlopeType
0.75Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.75Reinforced concrete cast against precast units or slip-formed facing elements

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
65
80
Pozzolan (kg/m3)Pozzolan Type
15Natural pozzolan (ASTM Class N)
20 
Bab Louta completed
Bab Louta completed

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower / Water Supply

River: Fenhe

Reservoir capacity: 130 m3x106

Construction Dates

Start of Project: 11/96

Start of RCC: 11/96

End of RCC: 03/99

End of Project: 06/00

Specifications

Height: 87 metres

Length: 350 metres

Volume of RCC: 362 m3x103

Total volume: 448 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
0.20Traditional concrete against formwork
Downstream
SlopeType
0.75Traditional concrete against precast concrete panels
Spillway
SlopeType
0.75Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
3003000

Cementitious material

Cement (kg/m3)
127
60
Pozzolan (kg/m3)Pozzolan Type
84Low-lime flyash (ASTM Class F)
93 
Fenhe Nº2 completed
Fenhe Nº2 completed

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Navigation / Water Supply

River: Loushui

Reservoir capacity: 1741 m3x106

Construction Dates

Start of Project: 07/95

Start of RCC: 07/95

End of RCC: 04/99

End of Project: -/01

Specifications

Height: 131 metres

Length: 368 metres

Volume of RCC: 1100 m3x103

Total volume: 1310 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork (GEVR/GE-RCC)
Downstream
SlopeType
0.80RCC against formwork  [stepped face]
Spillway
SlopeType
ogeeReinforced concrete cast against precast units or slip-formed facing elements
0.80 

Placement

Layers (mm)Lifts (mm)
3003000

Cementitious material

Cement (kg/m3)
87
64  46
Pozzolan (kg/m3)Pozzolan Type
107Low-lime flyash (ASTM Class F)
96  107 
Jiangya completed
Jiangya completed

Full Dam Information

Details

Country: USA

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Contentea Creek

Reservoir capacity: -

Construction Dates

Start of Project: 03/98

Start of RCC: 03/98

End of RCC: 04/99

End of Project: 06/09

Specifications

Height: 16 metres

Length: 781 metres

Volume of RCC: 64 m3x103

Total volume: 69 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against precast concrete panels with geomembrane
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
89
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Buckhorn completed
Buckhorn completed

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Recreation / Water Supply

River: Hailanhe

Reservoir capacity: 21 m3x106

Construction Dates

Start of Project: 09/97

Start of RCC: 09/97

End of RCC: 04/99

End of Project: 09/99

Specifications

Height: 29 metres

Length: 271 metres

Volume of RCC: 44 m3x103

Total volume: 77 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.73RCC against precast concrete blocks
Spillway
SlopeType
conduit 

Placement

Layers (mm)Lifts (mm)
3002000

Cementitious material

Cement (kg/m3)
80
Pozzolan (kg/m3)Pozzolan Type
100Low-lime flyash (ASTM Class F)
  
Photo coming soon

Full Dam Information

Details

Country: Eritrea

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Toker

Reservoir capacity: 14 m3x106

Construction Dates

Start of Project: 11/96

Start of RCC: 11/96

End of RCC: 05/99

End of Project: 08/99

Specifications

Height: 73 metres

Length: 263 metres

Volume of RCC: 187 m3x103

Total volume: 210 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.80Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.80Reinforced conventional concrete cast after RCC placement  [stepped face]

Placement

Layers (mm)Lifts (mm)
330330

Cementitious material

Cement (kg/m3)
110
Pozzolan (kg/m3)Pozzolan Type
85Low-lime flyash (ASTM Class F)
  
Toker completed
Toker completed

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Arroio Burati

Reservoir capacity: 6 m3x106

Construction Dates

Start of Project: -/98

Start of RCC: -/98

End of RCC: 07/99

End of Project: -/00

Specifications

Height: 29 metres

Length: 219 metres

Volume of RCC: 80 m3x103

Total volume: 115 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalReinforced concrete cast against precast units or slip-formed facing elements
Downstream
SlopeType
 Reinforced conventional concrete cast after RCC placement  [stepped face]
Spillway
SlopeType
 Reinforced conventional concrete cast after RCC placement  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
72
Pozzolan (kg/m3)Pozzolan Type
18Natural pozzolan (ASTM Class N)
  
Bertarello on Google Earth
Bertarello on Google Earth

Full Dam Information

Details

Country: Burkina Faso

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Nakambe

Reservoir capacity: 28 m3x106

Construction Dates

Start of Project: 04/98

Start of RCC: 04/98

End of RCC: 08/99

End of Project: 07/00

Specifications

Height: 18 metres

Length: 120 metres

Volume of RCC: 44 m3x103

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.80RCC against precast concrete blocks  [stepped face]
Spillway
SlopeType
0.80Reinforced conventional concrete cast after RCC placement  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
 No pozzolan used  -
  
Ziga completed
Ziga completed

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Dalinghe

Reservoir capacity: 1645 m3x106

Construction Dates

Start of Project: 09/96

Start of RCC: 09/96

End of RCC: 09/99

End of Project: 12/00

Specifications

Height: 49 metres

Length: 513 metres

Volume of RCC: 111 m3x103

Total volume: 603 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
0.10Traditional concrete against formwork
Downstream
SlopeType
0.70Traditional concrete against formwork
Spillway
SlopeType
0.76Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
72
Pozzolan (kg/m3)Pozzolan Type
58Low-lime flyash (ASTM Class F)
  
Baishi completed
Baishi completed

Full Dam Information

Details

Country: China

Owner: -

Type: Arch-Gravity

Purpose(s): Water Supply

River: Qinggoushui

Reservoir capacity: 3 m3x106

Construction Dates

Start of Project: 10/97

Start of RCC: 10/97

End of RCC: 11/99

End of Project: 12/99

Specifications

Height: 55 metres

Length: 244 metres

Volume of RCC: 71 m3x103

Total volume: 77 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork (GEVR/GE-RCC)
Downstream
SlopeType
0.50Traditional concrete against formwork
Spillway
SlopeType
0.50Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
3003000

Cementitious material

Cement (kg/m3)
54
Pozzolan (kg/m3)Pozzolan Type
99Low-lime flyash (ASTM Class F)
  
Hongpo under construction
Hongpo under construction

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Itapicuru-açu

Reservoir capacity: 39 m3x106

Construction Dates

Start of Project: 05/98

Start of RCC: 05/98

End of RCC: 12/99

End of Project: 02/00

Specifications

Height: 26 metres

Length: 266 metres

Volume of RCC: 90 m3x103

Total volume: 105 m3x103

Construction Methods

Facings

Upstream
SlopeType
 Traditional concrete against formwork
Downstream
SlopeType
 RCC against formwork  [stepped face]
Spillway
SlopeType
 Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
72
Pozzolan (kg/m3)Pozzolan Type
18Natural pozzolan (ASTM Class N)
  
Ponto Novo completed
Ponto Novo completed

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Kubusu

Reservoir capacity: 10 m3x106

Construction Dates

Start of Project: 03/93

Start of RCC: 03/93

End of RCC: -/99

End of Project: 10/02

Specifications

Height: 95 metres

Length: 253 metres

Volume of RCC: 364 m3x103

Total volume: 469 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
0.40Traditional concrete against formwork
Downstream
SlopeType
0.78Traditional concrete against formwork
Spillway
SlopeType
0.78Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
250750

Cementitious material

Cement (kg/m3)
84
Pozzolan (kg/m3)Pozzolan Type
36Low-lime flyash (ASTM Class F)
  
Kubusugawa completed
Kubusugawa completed

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

Purpose(s): Flood Control / Irrigation / Water Supply

River: Sutu

Reservoir capacity: 19 m3x106

Construction Dates

Start of Project: 03/93

Start of RCC: 03/93

End of RCC: 04/00

End of Project: 03/03

Specifications

Height: 72 metres

Length: 334 metres

Volume of RCC: 284 m3x103

Total volume: 362 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
0.25Traditional concrete against formwork
Downstream
SlopeType
0.79Traditional concrete against formwork
Spillway
SlopeType
0.79Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
250750

Cementitious material

Cement (kg/m3)
84
Pozzolan (kg/m3)Pozzolan Type
36Low-lime flyash (ASTM Class F)
  
Ohnagami completed
Ohnagami completed

Full Dam Information

Details

Country: USA

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: -

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 10/99

Start of RCC: 10/99

End of RCC: 05/00

End of Project: 08/00

Specifications

Height: 16 metres

Length: 57 metres

Volume of RCC: 331 m3x103

Total volume: 331 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.80Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.80Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
90
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Pickle Jar completed
Pickle Jar completed

Full Dam Information

Details

Country: Algeria

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: El Kebir

Reservoir capacity: 963 m3x106

Construction Dates

Start of Project: 01/93

Start of RCC: 01/93

End of RCC: 07/00

End of Project: 12/00

Specifications

Height: 118 metres

Length: 714 metres

Volume of RCC: 1690 m3x103

Total volume: 1900 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.80Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.80Reinforced concrete cast against precast units or slip-formed facing elements

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
82
Pozzolan (kg/m3)Pozzolan Type
143Low-lime flyash (ASTM Class F)
  
Beni Haroun completed
Beni Haroun completed

Full Dam Information

Details

Country: South Africa

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Marite

Reservoir capacity: 123 m3x106

Construction Dates

Start of Project: 01/96

Start of RCC: 01/96

End of RCC: 10/00

End of Project: 03/02

Specifications

Height: 53 metres

Length: 350 metres

Volume of RCC: 160 m3x103

Total volume: 327 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.68Traditional concrete against formwork
Spillway
SlopeType
0.68Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
250250

Cementitious material

Cement (kg/m3)
60
Pozzolan (kg/m3)Pozzolan Type
120Low-lime flyash (ASTM Class F)
  
Inyaka completed
Inyaka completed

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Flood Control / Irrigation / Recreation / Water Supply

River: Apodi

Reservoir capacity: 600 m3x106

Construction Dates

Start of Project: -/98

Start of RCC: -/98

End of RCC: -/00

End of Project: -/01

Specifications

Height: 58 metres

Length: 1660 metres

Volume of RCC: 1023 m3x103

Total volume: 1120 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
80
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Santa Cruz do Apodi completed
Santa Cruz do Apodi completed

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Tiúma

Reservoir capacity: 6 m3x106

Construction Dates

Start of Project: -/99

Start of RCC: -/99

End of RCC: 01/01

End of Project: 05/01

Specifications

Height: 16 metres

Length: 290 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Tiúma completed
Tiúma completed

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): Hydropower / Irrigation / Water Supply

River: Taxi

Reservoir capacity: 80 m3x106

Construction Dates

Start of Project: 06/98

Start of RCC: 06/98

End of RCC: 06/01

End of Project: 10/01

Specifications

Height: 110 metres

Length: 176 metres

Volume of RCC: 188 m3x103

Total volume: 211 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.142RCC against formwork (GEVR/GE-RCC)
VerticalRCC against formwork (GEVR/GE-RCC)
Downstream
SlopeType
VerticalRCC against formwork
0.18RCC against formwork
Spillway
SlopeType
crestReinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
3003000

Cementitious material

Cement (kg/m3)
93
62
Pozzolan (kg/m3)Pozzolan Type
110Low-lime flyash (ASTM Class F)
110 
Shimenzi completed
Shimenzi completed

Full Dam Information

Details

Country: USA

Owner: -

Type: Gravity

Purpose(s): Flood Control / Recreation / Water Supply

River: North Fork Hughes River

Reservoir capacity: 1480 m3x106

Construction Dates

Start of Project: 07/99

Start of RCC: 07/99

End of RCC: 07/01

End of Project: -/01

Specifications

Height: 26 metres

Length: 200 metres

Volume of RCC: 65 m3x103

Total volume: 65 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against precast concrete panels with geomembrane
Downstream
SlopeType
0.80RCC against precast concrete blocks
Spillway
SlopeType
0.80Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
59
107
Pozzolan (kg/m3)Pozzolan Type
59Low-lime flyash (ASTM Class F)
65 
North Fork Hughes River completed
North Fork Hughes River completed

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Chubetu

Reservoir capacity: 93 m3x106

Construction Dates

Start of Project: 03/94

Start of RCC: 03/94

End of RCC: 08/01

End of Project: 03/04

Specifications

Height: 86 metres

Length: 290 metres

Volume of RCC: 523 m3x103

Total volume: 1007 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
0.80Traditional concrete against formwork
Downstream
SlopeType
0.80Traditional concrete against formwork
Spillway
SlopeType
0.80Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
250750
 1000

Cementitious material

Cement (kg/m3)
84
Pozzolan (kg/m3)Pozzolan Type
36Low-lime flyash (ASTM Class F)
  
Chubetsu completed
Chubetsu completed

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower / Navigation / Water Supply

River: Ting

Reservoir capacity: 2035 m3x106

Construction Dates

Start of Project: 04/98

Start of RCC: 04/98

End of RCC: 11/01

End of Project: 04/02

Specifications

Height: 111 metres

Length: 302 metres

Volume of RCC: 500 m3x103

Total volume: 615 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against precast concrete panels with hot poured membrane
Downstream
SlopeType
0.75RCC against precast concrete blocks
Spillway
SlopeType
0.70Reinforced concrete cast against precast units or slip-formed facing elements

Placement

Layers (mm)Lifts (mm)
3003000

Cementitious material

Cement (kg/m3)
82
59  48
Pozzolan (kg/m3)Pozzolan Type
100Low-lime flyash (ASTM Class F)
88  88 
Mianhuatan completed
Mianhuatan completed

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

Purpose(s): Flood Control / Navigation / Water Supply

River: Fukuti

Reservoir capacity: 3 m3x106

Construction Dates

Start of Project: 10/98

Start of RCC: 10/98

End of RCC: 12/01

End of Project: 03/03

Specifications

Height: 65 metres

Length: 255 metres

Volume of RCC: 115 m3x103

Total volume: 201 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.78Traditional concrete against formwork
Spillway
SlopeType
0.78Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
250750

Cementitious material

Cement (kg/m3)
84
Pozzolan (kg/m3)Pozzolan Type
36Low-lime flyash (ASTM Class F)
  
Fukuchiyama completed
Fukuchiyama completed

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Flood Control / Irrigation / Recreation / Water Supply

River: Congonhas

Reservoir capacity: 800 m3x106

Construction Dates

Start of Project: 10/99

Start of RCC: 10/99

End of RCC: 12/01

End of Project: -/02

Specifications

Height: 85 metres

Length: 668 metres

Volume of RCC: 890 m3x103

Total volume: 1030 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
85
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Castanhão completed
Castanhão completed

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Dalinghe

Reservoir capacity: 217 m3x106

Construction Dates

Start of Project: -/96

Start of RCC: -/96

End of RCC: -/01

End of Project: -/02

Specifications

Height: 35 metres

Length: 383 metres

Volume of RCC: 87 m3x103

Total volume: 220 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
64
Pozzolan (kg/m3)Pozzolan Type
118Low-lime flyash (ASTM Class F)
  
Photo coming soon

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Flood Control / Irrigation / Recreation / Water Supply

River: do Carmo

Reservoir capacity: 293 m3x106

Construction Dates

Start of Project: -/98

Start of RCC: -/98

End of RCC: -/01

End of Project: -/01

Specifications

Height: 42 metres

Length: 2308 metres

Volume of RCC: 655 m3x103

Total volume: 660 m3x103

Construction Methods

Facings

Upstream
SlopeType
 Reinforced conventional concrete cast after RCC placement
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
70
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Umari completed
Umari completed

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Flood Control / Irrigation / Water Supply

River: Biliuhe

Reservoir capacity: 89 m3x106

Construction Dates

Start of Project: -/98

Start of RCC: -/98

End of RCC: -/01

End of Project: -/02

Specifications

Height: 50 metres

Length: 267 metres

Volume of RCC: 218 m3x103

Total volume: 233 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
70
Pozzolan (kg/m3)Pozzolan Type
70Low-lime flyash (ASTM Class F)
  
Yushi completed
Yushi completed

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Flood Control / Irrigation / Recreation / Water Supply

River: Itapicuru

Reservoir capacity: -

Construction Dates

Start of Project: -/00

Start of RCC: -/00

End of RCC: -/01

End of Project: -/01

Specifications

Height: 24 metres

Length: 1090 metres

Volume of RCC: 42 m3x103

Total volume: 60 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
34
Pozzolan (kg/m3)Pozzolan Type
41No pozzolan used  -
  
Pedras Altas completed
Pedras Altas completed

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Pirapama

Reservoir capacity: 61 m3x106

Construction Dates

Start of Project: -/00

Start of RCC: -/00

End of RCC: -/01

End of Project: -/01

Specifications

Height: 25 metres

Length: 300 metres

Volume of RCC: 87 m3x103

Total volume: 137 m3x103

Construction Methods

Facings

Upstream
SlopeType
 Traditional concrete against formwork
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
72
Pozzolan (kg/m3)Pozzolan Type
18No pozzolan used  -
  
Pirapama completed
Pirapama completed

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Flood Control / Irrigation / Recreation / Water Supply

River: Curimatá

Reservoir capacity: 24 m3x106

Construction Dates

Start of Project: -/97

Start of RCC: -/97

End of RCC: -/01

End of Project: 11/02

Specifications

Height: 26 metres

Length: 300 metres

Volume of RCC: 12 m3x103

Total volume: 14 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
64
Pozzolan (kg/m3)Pozzolan Type
16Natural pozzolan (ASTM Class N)
  
Estreito completed
Estreito completed

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower / Recreation / Water Supply

River: Hailanhe

Reservoir capacity: 30 m3x106

Construction Dates

Start of Project: 11/98

Start of RCC: 11/98

End of RCC: 01/02

End of Project: 12/02

Specifications

Height: 30 metres

Length: 244 metres

Volume of RCC: 43 m3x103

Total volume: 89 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.75RCC against precast concrete blocks
Spillway
SlopeType
ogeeRCC against precast concrete blocks  [stepped face]

Placement

Layers (mm)Lifts (mm)
3002000

Cementitious material

Cement (kg/m3)
113
Pozzolan (kg/m3)Pozzolan Type
113Low-lime flyash (ASTM Class F)
  
Photo coming soon

Full Dam Information

Details

Country: USA

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Hunting Run

Reservoir capacity: 2 m3x106

Construction Dates

Start of Project: 05/00

Start of RCC: 05/00

End of RCC: 01/02

End of Project: 08/02

Specifications

Height: 36 metres

Length: 720 metres

Volume of RCC: 115 m3x103

Total volume: 128 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against precast concrete panels with geomembrane
Downstream
SlopeType
 Unformed face of RCC
Spillway
SlopeType
 Unformed face of RCC

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
74
Pozzolan (kg/m3)Pozzolan Type
37Low-lime flyash (ASTM Class F)
  
Hunting Run completed
Hunting Run completed

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Riachäo

Reservoir capacity: 27 m3x106

Construction Dates

Start of Project: 05/00

Start of RCC: 05/00

End of RCC: 06/02

End of Project: -/02

Specifications

Height: 56 metres

Length: 296 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.80Traditional concrete against formwork
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
80
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Camará completed
Camará completed

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Daishoji

Reservoir capacity: 25 m3x106

Construction Dates

Start of Project: 12/96

Start of RCC: 12/96

End of RCC: 07/02

End of Project: 03/06

Specifications

Height: 76 metres

Length: 280 metres

Volume of RCC: 188 m3x103

Total volume: 360 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
0.80Traditional concrete against formwork
Downstream
SlopeType
0.80Traditional concrete against formwork
Spillway
SlopeType
0.80Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
250750

Cementitious material

Cement (kg/m3)
84
Pozzolan (kg/m3)Pozzolan Type
36Low-lime flyash (ASTM Class F)
  
Kutani completed
Kutani completed

Full Dam Information

Details

Country: USA

Owner: -

Type: Gravity

Purpose(s): Recreation / Water Supply

River: Deep

Reservoir capacity: 84 m3x106

Construction Dates

Start of Project: 07/01

Start of RCC: 07/01

End of RCC: 07/02

End of Project: 01/03

Specifications

Height: 31 metres

Length: 280 metres

Volume of RCC: 70 m3x103

Total volume: 76 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.75Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.75Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
89
Pozzolan (kg/m3)Pozzolan Type
104Low-lime flyash (ASTM Class F)
  
Randleman Lake completed
Randleman Lake completed

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Xia Oyangxi

Reservoir capacity: 15 m3x106

Construction Dates

Start of Project: 05/01

Start of RCC: 05/01

End of RCC: 10/02

End of Project: 12/02

Specifications

Height: 45 metres

Length: 118 metres

Volume of RCC: 47 m3x103

Total volume: 49 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork (GEVR/GE-RCC)
Downstream
SlopeType
0.75RCC against formwork (GEVR/GE-RCC)  [stepped face]
Spillway
SlopeType
0.75Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
3503500

Cementitious material

Cement (kg/m3)
138
60
Pozzolan (kg/m3)Pozzolan Type
113Low-lime flyash (ASTM Class F)
90 
Photo coming soon

Full Dam Information

Details

Country: USA

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Escondido Creek

Reservoir capacity: 30 m3x106

Construction Dates

Start of Project: 06/01

Start of RCC: 06/01

End of RCC: 10/02

End of Project: 07/03

Specifications

Height: 97 metres

Length: 788 metres

Volume of RCC: 1070 m3x103

Total volume: 1140 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork with external geomembrane (GEVR/GE-RCC)
Downstream
SlopeType
0.80RCC against formwork  [stepped face]
Spillway
SlopeType
0.80Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
74
Pozzolan (kg/m3)Pozzolan Type
121Low-lime flyash (ASTM Class F)
  
Olivenhain completed
Olivenhain completed

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Quixeré

Reservoir capacity: 26 m3x106

Construction Dates

Start of Project: -/01

Start of RCC: -/01

End of RCC: 11/02

End of Project: -/03

Specifications

Height: 19 metres

Length: 700 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
    [stepped face]
Spillway
SlopeType
    [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
100
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Carnaúba completed
Carnaúba completed

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

Purpose(s): Flood Control / Irrigation / Water Supply

River: Ohkita

Reservoir capacity: 17 m3x106

Construction Dates

Start of Project: 11/94

Start of RCC: 11/94

End of RCC: 12/02

End of Project: 03/05

Specifications

Height: 65 metres

Length: 462 metres

Volume of RCC: 270 m3x103

Total volume: 531 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.78Traditional concrete against formwork
Spillway
SlopeType
0.78Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
250750

Cementitious material

Cement (kg/m3)
84
Pozzolan (kg/m3)Pozzolan Type
36Ground-granulated blast-furnace slag
  
Koyama completed
Koyama completed

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Pasto Velho

Reservoir capacity: 11 m3x106

Construction Dates

Start of Project: -/00

Start of RCC: -/00

End of RCC: -/02

End of Project: -/03

Specifications

Height: 27 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
0 
  
Photo coming soon

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Xiaoyangxi

Reservoir capacity: 15 m3x106

Construction Dates

Start of Project: -/00

Start of RCC: -/00

End of RCC: -/02

End of Project: -/03

Specifications

Height: 45 metres

Length: 118 metres

Volume of RCC: -

Total volume: 49 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Photo coming soon

Full Dam Information

Details

Country: Jordan

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Mujib

Reservoir capacity: 35 m3x106

Construction Dates

Start of Project: 01/99

Start of RCC: 01/99

End of RCC: 02/03

End of Project: 11/03

Specifications

Height: 67 metres

Length: 490 metres

Volume of RCC: 654 m3x103

Total volume: 694 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.10Traditional concrete against formwork with external geomembrane
Downstream
SlopeType
0.80Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.80Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
85
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Mujib completed
Mujib completed

Full Dam Information

Details

Country: Morocco

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Izig

Reservoir capacity: 5 m3x106

Construction Dates

Start of Project: 11/01

Start of RCC: 11/01

End of RCC: 05/03

End of Project: 01/04

Specifications

Height: 49 metres

Length: 222 metres

Volume of RCC: 50 m3x103

Total volume: 27 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.20Traditional concrete against formwork
Downstream
SlopeType
0.80Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.85Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
80
100
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
0 
Ahl Souss (Ait M’Zal) completed
Ahl Souss (Ait M’Zal) completed

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

Purpose(s): Flood Control / Navigation / Water Supply

River: Nakatu

Reservoir capacity: 63 m3x106

Construction Dates

Start of Project: 03/99

Start of RCC: 03/99

End of RCC: 06/03

End of Project: 03/07

Specifications

Height: 139 metres

Length: 424 metres

Volume of RCC: 810 m3x103

Total volume: 1670 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.15Traditional concrete against formwork
0.70Traditional concrete against formwork
Downstream
SlopeType
0.72Traditional concrete against formwork
Spillway
SlopeType
0.72Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
2501000

Cementitious material

Cement (kg/m3)
84
72
Pozzolan (kg/m3)Pozzolan Type
36Low-lime flyash (ASTM Class F)
48 
Takizawa completed
Takizawa completed

Full Dam Information

Details

Country: South Africa

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Luvuvhu

Reservoir capacity: 164 m3x106

Construction Dates

Start of Project: 04/98

Start of RCC: 04/98

End of RCC: 08/03

End of Project: 04/04

Specifications

Height: 47 metres

Length: 392 metres

Volume of RCC: 150 m3x103

Total volume: 316 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.75Traditional concrete against formwork
Spillway
SlopeType
0.75Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
250250

Cementitious material

Cement (kg/m3)
54
Pozzolan (kg/m3)Pozzolan Type
129Low-lime flyash (ASTM Class F)
  
Nandoni (formerly Mutoti) completed
Nandoni (formerly Mutoti) completed

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): Water Supply

River: Yangshui

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: -/01

Start of RCC: -/01

End of RCC: -/03

End of Project: -/04

Specifications

Height: 39 metres

Length: 176 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Photo coming soon

Full Dam Information

Details

Country: Morocco

Owner: -

Type: Gravity

Purpose(s): Flood Control / Irrigation / Water Supply

River: Moulouya

Reservoir capacity: 400 m3x106

Construction Dates

Start of Project: 02/01

Start of RCC: 02/01

End of RCC: 04/04

End of Project: 03/05

Specifications

Height: 115 metres

Length: 577 metres

Volume of RCC: 590 m3x103

Total volume: 690 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against precast concrete panels
Downstream
SlopeType
0.80Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.80Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
65
80
Pozzolan (kg/m3)Pozzolan Type
15Natural pozzolan (ASTM Class N)
20 
Hassan II (formerly Sidi Said) completed
Hassan II (formerly Sidi Said) completed

Full Dam Information

Details

Country: Morocco

Owner: -

Type: Gravity

Purpose(s): Flood Control / Irrigation / Water Supply

River: Zamrine

Reservoir capacity: 56 m3x106

Construction Dates

Start of Project: 05/03

Start of RCC: 05/03

End of RCC: 09/04

End of Project: 05/05

Specifications

Height: 66 metres

Length: 220 metres

Volume of RCC: 190 m3x103

Total volume: 215 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.20Traditional concrete against precast concrete panels
Downstream
SlopeType
0.80Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.80Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
100
Pozzolan (kg/m3)Pozzolan Type
0Natural pozzolan (ASTM Class N)
  
Tamesna (formerly Boukerkour) completed
Tamesna (formerly Boukerkour) completed

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: João Leite

Reservoir capacity: 129 m3x106

Construction Dates

Start of Project: 03/01

Start of RCC: 03/01

End of RCC: -/04

End of Project: -/04

Specifications

Height: 55 metres

Length: 380 metres

Volume of RCC: 270 m3x103

Total volume: 290 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
80
Pozzolan (kg/m3)Pozzolan Type
20Natural pozzolan (ASTM Class N)
  
João Leite completed
João Leite completed

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): Flood Control / Irrigation / Water Supply

River: Wu

Reservoir capacity: 11 m3x106

Construction Dates

Start of Project: -/02

Start of RCC: -/02

End of RCC: -/04

End of Project: -/05

Specifications

Height: 81 metres

Length: 180 metres

Volume of RCC: 105 m3x103

Total volume: 110 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.10 
Downstream
SlopeType
0.76 
Spillway
SlopeType
0.76 

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Photo coming soon

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Itapicuru-aço

Reservoir capacity: 17 m3x106

Construction Dates

Start of Project: -/01

Start of RCC: -/01

End of RCC: -/04

End of Project: -/05

Specifications

Height: 45 metres

Length: 191 metres

Volume of RCC: 75 m3x103

Total volume: 85 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
56
Pozzolan (kg/m3)Pozzolan Type
14Natural pozzolan (ASTM Class N)
  
Pindobaçu completed
Pindobaçu completed

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Paraguaçu

Reservoir capacity: 112 m3x106

Construction Dates

Start of Project: -/02

Start of RCC: -/02

End of RCC: -/04

End of Project: -/05

Specifications

Height: 19 metres

Length: 320 metres

Volume of RCC: 75 m3x103

Total volume: 85 m3x103

Construction Methods

Facings

Upstream
SlopeType
 Traditional concrete against formwork
Downstream
SlopeType
 Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
 Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
56
Pozzolan (kg/m3)Pozzolan Type
14Natural pozzolan (ASTM Class N)
  
Bandeira de Melo completed
Bandeira de Melo completed

Full Dam Information

Details

Country: USA

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: South Fork, Powell River

Reservoir capacity: 2 m3x106

Construction Dates

Start of Project: 04/04

Start of RCC: 04/04

End of RCC: 01/05

End of Project: 07/05

Specifications

Height: 26 metres

Length: 113 metres

Volume of RCC: 11 m3x103

Total volume: 12 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
82
Pozzolan (kg/m3)Pozzolan Type
82Low-lime flyash (ASTM Class F)
  
Big Cherry completed
Big Cherry completed

Full Dam Information

Details

Country: Iran

Owner: -

Type: Gravity

Purpose(s): Flood Control / Irrigation / Water Supply

River: Jahgin

Reservoir capacity: 300 m3x106

Construction Dates

Start of Project: 12/01

Start of RCC: 12/01

End of RCC: 05/05

End of Project: 09/07

Specifications

Height: 78 metres

Length: 220 metres

Volume of RCC: 232 m3x103

Total volume: 382 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork (GEVR/GE-RCC)
0.30RCC against formwork (GEVR/GE-RCC)  [stepped face]
Downstream
SlopeType
0.75RCC against formwork (GEVR/GE-RCC)  [stepped face]
Spillway
SlopeType
0.75Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
105
160
Pozzolan (kg/m3)Pozzolan Type
90Natural pozzolan (ASTM Class N)
90 
Jahgin completed
Jahgin completed

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): Hydropower / Irrigation / Water Supply

River: Sidu

Reservoir capacity: 70 m3x106

Construction Dates

Start of Project: 12/03

Start of RCC: 12/03

End of RCC: 05/05

End of Project: 10/05

Specifications

Height: 107 metres

Length: 206 metres

Volume of RCC: 166 m3x103

Total volume: 255 m3x103

Construction Methods

Facings

Upstream
SlopeType
curveRCC against formwork (GEVR/GE-RCC)
Downstream
SlopeType
curveRCC against formwork (GEVR/GE-RCC)
Spillway
SlopeType
 RCC against formwork (GEVR/GE-RCC)

Placement

Layers (mm)Lifts (mm)
3003000

Cementitious material

Cement (kg/m3)
84
126
Pozzolan (kg/m3)Pozzolan Type
126Low-lime flyash (ASTM Class F)
103 
Zhaolaihe completed
Zhaolaihe completed

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Navigation / Water Supply

River: Wu

Reservoir capacity: 201 m3x106

Construction Dates

Start of Project: 10/00

Start of RCC: 10/00

End of RCC: 08/05

End of Project: 03/06

Specifications

Height: 122 metres

Length: 165 metres

Volume of RCC: 421 m3x103

Total volume: 739 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork (GEVR/GE-RCC)
0.25RCC against formwork (GEVR/GE-RCC)
Downstream
SlopeType
0.70RCC against formwork (GEVR/GE-RCC)
Spillway
SlopeType
0.70Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
3003000

Cementitious material

Cement (kg/m3)
64
Pozzolan (kg/m3)Pozzolan Type
95Low-lime flyash (ASTM Class F)
  
Suofengying completed
Suofengying completed

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

Purpose(s): Flood Control / Irrigation / Navigation / Water Supply

River: Kido

Reservoir capacity: 19 m3x106

Construction Dates

Start of Project: 10/00

Start of RCC: 10/00

End of RCC: 08/05

End of Project: 03/08

Specifications

Height: 94 metres

Length: 350 metres

Volume of RCC: 291 m3x103

Total volume: 501 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
0.10Traditional concrete against formwork
Downstream
SlopeType
0.78Traditional concrete against formwork
Spillway
SlopeType
0.78Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
250750
 1000

Cementitious material

Cement (kg/m3)
84
Pozzolan (kg/m3)Pozzolan Type
36Low-lime flyash (ASTM Class F)
  
Kido completed
Kido completed

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Poço do Magro

Reservoir capacity: 32 m3x106

Construction Dates

Start of Project: -/03

Start of RCC: -/03

End of RCC: -/05

End of Project: -/06

Specifications

Height: 29 metres

Length: 540 metres

Volume of RCC: 58 m3x103

Total volume: 68 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
64
Pozzolan (kg/m3)Pozzolan Type
16Natural pozzolan (ASTM Class N)
  
Poço do Magro completed
Poço do Magro completed

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Daxi

Reservoir capacity: 85 m3x106

Construction Dates

Start of Project: -/03

Start of RCC: -/03

End of RCC: -/05

End of Project: -/06

Specifications

Height: 71 metres

Length: 243 metres

Volume of RCC: 231 m3x103

Total volume: 244 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
 Low-lime flyash (ASTM Class F)
  
Xixi completed
Xixi completed

Full Dam Information

Details

Country: Malaysia

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Kinta

Reservoir capacity: 30 m3x106

Construction Dates

Start of Project: 01/03

Start of RCC: 01/03

End of RCC: 03/06

End of Project: 07/06

Specifications

Height: 90 metres

Length: 792 metres

Volume of RCC: 952 m3x103

Total volume: 975 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork (GEVR/GE-RCC)
Downstream
SlopeType
0.80RCC against formwork (GEVR/GE-RCC)  [stepped face]
Spillway
SlopeType
0.80RCC against formwork (GEVR/GE-RCC)  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
100
Pozzolan (kg/m3)Pozzolan Type
100Low-lime flyash (ASTM Class F)
  
Kinta completed
Kinta completed

Full Dam Information

Details

Country: USA

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: -

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 01/05

Start of RCC: 01/05

End of RCC: 04/06

End of Project: -/06

Specifications

Height: 26 metres

Length: 170 metres

Volume of RCC: 27 m3x103

Total volume: 30 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against precast concrete panels
Downstream
SlopeType
 Unformed face of RCC
Spillway
SlopeType
separate 

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
95
Pozzolan (kg/m3)Pozzolan Type
59Low-lime flyash (ASTM Class F)
  
Pine Brook completed
Pine Brook completed

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Navigation / Water Supply

River: Youjiang

Reservoir capacity: 5660 m3x106

Construction Dates

Start of Project: 12/01

Start of RCC: 12/01

End of RCC: 04/06

End of Project: 07/06

Specifications

Height: 130 metres

Length: 720 metres

Volume of RCC: 1995 m3x103

Total volume: 2672 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against precast concrete panels with hot poured membrane
Downstream
SlopeType
0.80Traditional concrete against formwork
Spillway
SlopeType
0.80Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
3003000

Cementitious material

Cement (kg/m3)
80
50
Pozzolan (kg/m3)Pozzolan Type
132Low-lime flyash (ASTM Class F)
110 
Baise completed
Baise completed

Full Dam Information

Details

Country: Jordan/ Syria

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Yarmouk

Reservoir capacity: 110 m3x106

Construction Dates

Start of Project: 06/03

Start of RCC: 06/03

End of RCC: 07/06

End of Project: 12/07

Specifications

Height: 103 metres

Length: 485 metres

Volume of RCC: 1426 m3x103

Total volume: 1478 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork (GEVR/GE-RCC)
0.60 
Downstream
SlopeType
0.80RCC against formwork (GEVR/GE-RCC)  [stepped face]
Spillway
SlopeType
0.80 

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
70
60
Pozzolan (kg/m3)Pozzolan Type
60Low-lime flyash (ASTM Class F)
60 
Al Wehdah under construction
Al Wehdah under construction

Full Dam Information

Details

Country: Botswana

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: -

Reservoir capacity: 26 m3x106

Construction Dates

Start of Project: 11/04

Start of RCC: 11/04

End of RCC: 09/06

End of Project: 05/07

Specifications

Height: 33 metres

Length: 153 metres

Volume of RCC: 30 m3x103

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Ntimbale completed
Ntimbale completed

Full Dam Information

Details

Country: USA

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Bear Creek

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 06/06

Start of RCC: 06/06

End of RCC: 11/06

End of Project: 10/07

Specifications

Height: 29 metres

Length: 168 metres

Volume of RCC: 24 m3x103

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
Vertical 
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Genesee #2 completed
Genesee #2 completed

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower / Navigation / Water Supply

River: Okitamano

Reservoir capacity: 51 m3x106

Construction Dates

Start of Project: 03/00

Start of RCC: 03/00

End of RCC: 11/06

End of Project: 03/11

Specifications

Height: 126 metres

Length: 381 metres

Volume of RCC: 703 m3x103

Total volume: 1200 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
0.50Traditional concrete against formwork
Downstream
SlopeType
0.73Traditional concrete against formwork
Spillway
SlopeType
0.73Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
2501000

Cementitious material

Cement (kg/m3)
91
Pozzolan (kg/m3)Pozzolan Type
39Low-lime flyash (ASTM Class F)
  
Nagai completed
Nagai completed

Full Dam Information

Details

Country: Venezuela

Owner: -

Type: Gravity

Purpose(s): Flood Control / Irrigation / Water Supply

River: El Guapo

Reservoir capacity: 141 m3x106

Construction Dates

Start of Project: 08/05

Start of RCC: 08/05

End of RCC: 12/06

End of Project: 08/07

Specifications

Height: 50 metres

Length: 138 metres

Volume of RCC: 320 m3x103

Total volume: 342 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.60Traditional concrete against formwork
Downstream
SlopeType
0.85Unformed face of RCC
Spillway
SlopeType
1.80Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
75
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
El Guapo completed
El Guapo completed

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: -

Reservoir capacity: -

Construction Dates

Start of Project: 05/05

Start of RCC: 05/05

End of RCC: -/06

End of Project: 10/06

Specifications

Height: 19 metres

Length: 245 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Flor do Sertão completed
Flor do Sertão completed

Full Dam Information

Details

Country: Mexico

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: -

Reservoir capacity: -

Construction Dates

Start of Project: -/04

Start of RCC: -/04

End of RCC: -/06

End of Project: -/07

Specifications

Height: 30 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Photo coming soon

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower / Navigation / Water Supply

River: Dieshui

Reservoir capacity: 1439 m3x106

Construction Dates

Start of Project: -/04

Start of RCC: -/04

End of RCC: -/06

End of Project: -/07

Specifications

Height: 88 metres

Length: 351 metres

Volume of RCC: 450 m3x103

Total volume: 930 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork (GEVR/GE-RCC)
0.25 
Downstream
SlopeType
0.80RCC against formwork (GEVR/GE-RCC)
Spillway
SlopeType
0.75Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
3003000

Cementitious material

Cement (kg/m3)
53
83
Pozzolan (kg/m3)Pozzolan Type
99Low-lime flyash (ASTM Class F)
102 
Zaoshi completed
Zaoshi completed

Full Dam Information

Details

Country: USA

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Hickory Log Creek

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 10/05

Start of RCC: 10/05

End of RCC: 06/07

End of Project: 10/07

Specifications

Height: 55 metres

Length: 290 metres

Volume of RCC: 165 m3x103

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against precast concrete panels with geomembrane
Downstream
SlopeType
0.80RCC against formwork (GEVR/GE-RCC)  [stepped face]
Spillway
SlopeType
0.80Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
89
80  74
Pozzolan (kg/m3)Pozzolan Type
89Low-lime flyash (ASTM Class F)
98  104 
Hickory Log Creek completed
Hickory Log Creek completed

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower / Navigation / Water Supply

River: Hongshui

Reservoir capacity: 16210 m3x106

Construction Dates

Start of Project: 07/01

Start of RCC: 07/01

End of RCC: 06/07

End of Project: 12/09

Specifications

Height: 192 metres

Length: 832 metres

Volume of RCC: 4623 m3x103

Total volume: 7400 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork (GEVR/GE-RCC)
0.25 
Downstream
SlopeType
0.70RCC against formwork (GEVR/GE-RCC)
Spillway
SlopeType
0.68Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
99
86
Pozzolan (kg/m3)Pozzolan Type
121Low-lime flyash (ASTM Class F)
109 
Longtan (Stage 1) completed
Longtan (Stage 1) completed

Full Dam Information

Details

Country: Morocco

Owner: -

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: R’Mel

Reservoir capacity: 25 m3x106

Construction Dates

Start of Project: 05/05

Start of RCC: 05/05

End of RCC: 06/07

End of Project: 10/07

Specifications

Height: 79 metres

Length: 250 metres

Volume of RCC: 230 m3x103

Total volume: 243 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalReinforced conventional concrete cast before RCC placement
Downstream
SlopeType
0.75Traditional concrete against formwork
Spillway
SlopeType
0.75Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
3003000

Cementitious material

Cement (kg/m3)
100
90
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
0 
R’Mel (formerly Tanger-Med) completed
R’Mel (formerly Tanger-Med) completed

Full Dam Information

Details

Country: Mongolia

Owner: -

Type: Gravity

Purpose(s): Hydropower / Irrigation / Water Supply

River: Zabkhan

Reservoir capacity: 930 m3x106

Construction Dates

Start of Project: 02/05

Start of RCC: 02/05

End of RCC: 06/07

End of Project: 12/07

Specifications

Height: 60 metres

Length: 200 metres

Volume of RCC: 210 m3x103

Total volume: 250 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork with external geomembrane
Downstream
SlopeType
0.72Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.72Reinforced conventional concrete cast after RCC placement  [stepped face]

Placement

Layers (mm)Lifts (mm)
333333

Cementitious material

Cement (kg/m3)
75
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Taishir completed
Taishir completed

Full Dam Information

Details

Country: Morocco

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: N’Fis

Reservoir capacity: 70 m3x106

Construction Dates

Start of Project: 07/05

Start of RCC: 07/05

End of RCC: 07/07

End of Project: 03/08

Specifications

Height: 71 metres

Length: 233 metres

Volume of RCC: 202 m3x103

Total volume: 216 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalReinforced conventional concrete cast before RCC placement
Downstream
SlopeType
0.75Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.75Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
3003000

Cementitious material

Cement (kg/m3)
100
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Yacoub El Mansour (formerly Ouirgane) completed
Yacoub El Mansour (formerly Ouirgane) completed

Full Dam Information

Details

Country: USA

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Tygart Tributory

Reservoir capacity: 3 m3x106

Construction Dates

Start of Project: -/06

Start of RCC: -/06

End of RCC: 08/07

End of Project: -/07

Specifications

Height: 39 metres

Length: 204 metres

Volume of RCC: 106 m3x103

Total volume: 113 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against precast concrete panels with geomembrane
Downstream
SlopeType
0.80RCC against formwork  [stepped face]
Spillway
SlopeType
0.80Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
59
Pozzolan (kg/m3)Pozzolan Type
89Low-lime flyash (ASTM Class F)
  
Elkwater Fork completed
Elkwater Fork completed

Full Dam Information

Details

Country: Australia

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Meander

Reservoir capacity: 43 m3x106

Construction Dates

Start of Project: 01/06

Start of RCC: 01/06

End of RCC: 08/07

End of Project: 12/07

Specifications

Height: 47 metres

Length: 180 metres

Volume of RCC: 85 m3x103

Total volume: 85 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork with external geomembrane
Downstream
SlopeType
0.70RCC against precast concrete blocks
Spillway
SlopeType
0.70RCC against precast concrete blocks

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
70
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Meander completed
Meander completed

Full Dam Information

Details

Country: Vietnam

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Kon

Reservoir capacity: 226 m3x106

Construction Dates

Start of Project: 05/02

Start of RCC: 05/02

End of RCC: 12/07

End of Project: 12/08

Specifications

Height: 55 metres

Length: 571 metres

Volume of RCC: 183 m3x103

Total volume: 430 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalReinforced conventional concrete cast before RCC placement
Downstream
SlopeType
0.75RCC against formwork (GEVR/GE-RCC)
Spillway
SlopeType
ogeeReinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
300900

Cementitious material

Cement (kg/m3)
70
126
Pozzolan (kg/m3)Pozzolan Type
175Low-lime flyash (ASTM Class F)
141 
Dinh Binh completed
Dinh Binh completed

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower / Water Supply

River: Huotong

Reservoir capacity: 449 m3x106

Construction Dates

Start of Project: -/03

Start of RCC: -/03

End of RCC: -/07

End of Project: -/08

Specifications

Height: 130 metres

Length: 341 metres

Volume of RCC: 681 m3x103

Total volume: 830 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Hongkou completed
Hongkou completed

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: -

Reservoir capacity: 5 m3x106

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/07

End of Project: -/08

Specifications

Height: 34 metres

Length: 154 metres

Volume of RCC: 44 m3x103

Total volume: 51 m3x103

Construction Methods

Facings

Upstream
SlopeType
Vertical 
Downstream
SlopeType
0.80 
Spillway
SlopeType
0.80 

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
80
Pozzolan (kg/m3)Pozzolan Type
20Natural pozzolan (ASTM Class N)
  
Serra Preta completed
Serra Preta completed

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Flood Control / Irrigation / Water Supply

River: Lituohe

Reservoir capacity: 58 m3x106

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/07

End of Project: -/08

Specifications

Height: 56 metres

Length: 193 metres

Volume of RCC: 162 m3x103

Total volume: 354 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Shihu completed
Shihu completed

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Flood Control / Irrigation / Recreation / Water Supply

River: Menghe

Reservoir capacity: 11 m3x106

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/07

End of Project: -/08

Specifications

Height: 78 metres

Length: 215 metres

Volume of RCC: 160 m3x103

Total volume: 249 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Menghekou completed
Menghekou completed

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Dongpi

Reservoir capacity: 480 m3x106

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/07

End of Project: 04/09

Specifications

Height: 105 metres

Length: 422 metres

Volume of RCC: 485 m3x103

Total volume: 600 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.335Traditional concrete against formwork
Spillway
SlopeType
0.335Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
3003000

Cementitious material

Cement (kg/m3)
72
56
Pozzolan (kg/m3)Pozzolan Type
108Low-lime flyash (ASTM Class F)
84 
Bailianya completed
Bailianya completed

Full Dam Information

Details

Country: Morocco

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Khellata

Reservoir capacity: 11 m3x106

Construction Dates

Start of Project: 01/07

Start of RCC: 01/07

End of RCC: 07/08

End of Project: 11/08

Specifications

Height: 30 metres

Length: 213 metres

Volume of RCC: 60 m3x103

Total volume: 78 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.20Traditional concrete against precast concrete panels
Downstream
SlopeType
0.80Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.80Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
105
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Sidi Yahya (formerly Ain Kwachia) on Google Earth
Sidi Yahya (formerly Ain Kwachia) on Google Earth

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

Purpose(s): Flood Control / Irrigation / Water Supply

River: Toppu

Reservoir capacity: 36 m3x106

Construction Dates

Start of Project: 07/02

Start of RCC: 07/02

End of RCC: 10/08

End of Project: 03/14

Specifications

Height: 78 metres

Length: 309 metres

Volume of RCC: 440 m3x103

Total volume: 530 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
0.80Traditional concrete against formwork
Downstream
SlopeType
0.80Traditional concrete against formwork
Spillway
SlopeType
0.80Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
2501000

Cementitious material

Cement (kg/m3)
84
Pozzolan (kg/m3)Pozzolan Type
36Low-lime flyash (ASTM Class F)
  
Toppu completed
Toppu completed

Full Dam Information

Details

Country: Algeria

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Boussiaba

Reservoir capacity: 120 m3x106

Construction Dates

Start of Project: 12/06

Start of RCC: 12/06

End of RCC: 11/08

End of Project: 08/09

Specifications

Height: 51 metres

Length: 310 metres

Volume of RCC: 160 m3x103

Total volume: 190 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork with external geomembrane
Downstream
SlopeType
 Traditional concrete against formwork
Spillway
SlopeType
 Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
112
Pozzolan (kg/m3)Pozzolan Type
28Low-lime flyash (ASTM Class F)
  
Boussiaba on Google Earth
Boussiaba on Google Earth

Full Dam Information

Details

Country: Mexico

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Presidio

Reservoir capacity: 322 m3x106

Construction Dates

Start of Project: 02/07

Start of RCC: 02/07

End of RCC: -/08

End of Project: -/09

Specifications

Height: 85 metres

Length: 256 metres

Volume of RCC: 85 m3x103

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
VerticalReinforced conventional concrete cast after RCC placement
0.15Reinforced conventional concrete cast after RCC placement
Downstream
SlopeType
0.85Reinforced conventional concrete cast after RCC placement
Spillway
SlopeType
0.85Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
3003000

Cementitious material

Cement (kg/m3)
50
Pozzolan (kg/m3)Pozzolan Type
45Ground-granulated blast-furnace slag
  
Picachos completed
Picachos completed

Full Dam Information

Details

Country: Oman

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Wadi Dayqah

Reservoir capacity: 100 m3x106

Construction Dates

Start of Project: 08/06

Start of RCC: 08/06

End of RCC: 04/09

End of Project: 11/09

Specifications

Height: 75 metres

Length: 410 metres

Volume of RCC: 590 m3x103

Total volume: 650 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork (GEVR/GE-RCC)
Downstream
SlopeType
0.75RCC against formwork (GEVR/GE-RCC)  [stepped face]
Spillway
SlopeType
0.75RCC against formwork (GEVR/GE-RCC)  [stepped face]

Placement

Layers (mm)Lifts (mm)
3001200

Cementitious material

Cement (kg/m3)
126
112
Pozzolan (kg/m3)Pozzolan Type
54Milled sand
48 
Wadi Dayqah completed
Wadi Dayqah completed

Full Dam Information

Details

Country: USA

Owner: -

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Bear Creek

Reservoir capacity: 47 m3x106

Construction Dates

Start of Project: 01/08

Start of RCC: 01/08

End of RCC: 05/09

End of Project: 06/09

Specifications

Height: 27 metres

Length: 292 metres

Volume of RCC: 60 m3x103

Total volume: 69 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.80Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
77
Pozzolan (kg/m3)Pozzolan Type
77Low-lime flyash (ASTM Class F)
  
Bear Creek completed
Bear Creek completed

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Kase

Reservoir capacity: 71 m3x106

Construction Dates

Start of Project: 02/05

Start of RCC: 02/05

End of RCC: 06/09

End of Project: 03/12

Specifications

Height: 99 metres

Length: 456 metres

Volume of RCC: 830 m3x103

Total volume: 948 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
0.60Traditional concrete against formwork
Downstream
SlopeType
0.75Traditional concrete against formwork
Spillway
SlopeType
0.75Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
2501000

Cementitious material

Cement (kg/m3)
84
Pozzolan (kg/m3)Pozzolan Type
36Low-lime flyash (ASTM Class F)
  
Kasegawa completed
Kasegawa completed

Full Dam Information

Details

Country: USA

Owner: -

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Deep Creek

Reservoir capacity: 15 m3x106

Construction Dates

Start of Project: 12/08

Start of RCC: 12/08

End of RCC: 12/09

End of Project: 07/10

Specifications

Height: 22 metres

Length: 226 metres

Volume of RCC: 39 m3x103

Total volume: 45 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork (GEVR/GE-RCC)
Downstream
SlopeType
0.80RCC against formwork (GEVR/GE-RCC)  [stepped face]
Spillway
SlopeType
0.80Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
89
Pozzolan (kg/m3)Pozzolan Type
89Low-lime flyash (ASTM Class F)
  
Deep Creek Nº5D completed
Deep Creek Nº5D completed

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Fu

Reservoir capacity: 572 m3x106

Construction Dates

Start of Project: 10/04

Start of RCC: 10/04

End of RCC: -/09

End of Project: -/10

Specifications

Height: 120 metres

Length: 631 metres

Volume of RCC: 1151 m3x103

Total volume: 1580 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork (GEVR/GE-RCC)
Downstream
SlopeType
0.75RCC against formwork (GEVR/GE-RCC)
Spillway
SlopeType
0.80RCC against formwork (GEVR/GE-RCC)

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
 Low-lime flyash (ASTM Class F)
  
Wudu completed
Wudu completed

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: de Contas

Reservoir capacity: 13 m3x106

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/09

End of Project: -/10

Specifications

Height: 18 metres

Length: 337 metres

Volume of RCC: 61 m3x103

Total volume: 68 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Cristalandia completed
Cristalandia completed

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower / Irrigation / Water Supply

River: Xijiang

Reservoir capacity: 26 m3x106

Construction Dates

Start of Project: -/04

Start of RCC: -/04

End of RCC: -/09

End of Project: -/12

Specifications

Height: 74 metres

Length: 190 metres

Volume of RCC: 230 m3x103

Total volume: 240 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
0.75 
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Baishiya completed
Baishiya completed

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Tuochang

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: -/07

Start of RCC: -/07

End of RCC: -/09

End of Project: -/09

Specifications

Height: 58 metres

Length: 168 metres

Volume of RCC: -

Total volume: 125 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Xiaotianlong completed
Xiaotianlong completed

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Tijuco

Reservoir capacity: 2 m3x106

Construction Dates

Start of Project: -/07

Start of RCC: -/07

End of RCC: -/09

End of Project: 03/10

Specifications

Height: 16 metres

Length: 156 metres

Volume of RCC: 13 m3x103

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Mulungu do Morro completed
Mulungu do Morro completed

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Parnaiba

Reservoir capacity: 293 m3x106

Construction Dates

Start of Project: -/07

Start of RCC: -/07

End of RCC: -/09

End of Project: -/10

Specifications

Height: 48 metres

Length: 870 metres

Volume of RCC: 293 m3x103

Total volume: 306 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Poço Marrua completed
Poço Marrua completed

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Hydropower / Water Supply

River: Claro

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 08/07

Start of RCC: 08/07

End of RCC: -/09

End of Project: 07/10

Specifications

Height: 60 metres

Length: 1670 metres

Volume of RCC: 172 m3x103

Total volume: 282 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Barra do Coqueiros on Google Earth
Barra do Coqueiros on Google Earth

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): Hydropower / Water Supply

River: Tongzhi

Reservoir capacity: 78 m3x106

Construction Dates

Start of Project: -/07

Start of RCC: -/07

End of RCC: -/09

End of Project: -/10

Specifications

Height: 68 metres

Length: 153 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Yangjiayuan completed
Yangjiayuan completed

Full Dam Information

Details

Country: Morocco

Owner: -

Type: Gravity

Purpose(s): Flood Control / Irrigation / Water Supply

River: Sehb el Merga

Reservoir capacity: 7 m3x106

Construction Dates

Start of Project: 06/07

Start of RCC: 06/07

End of RCC: -/09

End of Project: -/10

Specifications

Height: 37 metres

Length: 480 metres

Volume of RCC: 85 m3x103

Total volume: 95 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against precast concrete panels
Downstream
SlopeType
0.80Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.80Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
65
Pozzolan (kg/m3)Pozzolan Type
25Natural pozzolan (ASTM Class N)
  
Sehb el Merga completed
Sehb el Merga completed

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Çine

Reservoir capacity: 350 m3x106

Construction Dates

Start of Project: 12/95

Start of RCC: 12/95

End of RCC: 04/10

End of Project: 10/11

Specifications

Height: 137 metres

Length: 300 metres

Volume of RCC: 1560 m3x103

Total volume: 1650 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.10RCC against precast concrete panels (GEVR/GE-RCC)
0.20 
Downstream
SlopeType
0.85RCC against precast concrete panels (GEVR/GE-RCC)
Spillway
SlopeType
0.85RCC against precast concrete panels (GEVR/GE-RCC)

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
85
75
Pozzolan (kg/m3)Pozzolan Type
105Low-lime flyash (ASTM Class F)
95 
Adnan Mendres (formerly Çine) completed
Adnan Mendres (formerly Çine) completed

Full Dam Information

Details

Country: Malaysia

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Batu Hampar

Reservoir capacity: 3 m3x106

Construction Dates

Start of Project: 11/07

Start of RCC: 11/07

End of RCC: 04/10

End of Project: 05/10

Specifications

Height: 65 metres

Length: 236 metres

Volume of RCC: 200 m3x103

Total volume: 203 m3x103

Construction Methods

Facings

Upstream
SlopeType
 RCC against formwork (GEVR/GE-RCC)
Downstream
SlopeType
 RCC against precast concrete blocks
Spillway
SlopeType
 RCC against precast concrete blocks

Placement

Layers (mm)Lifts (mm)
3001200

Cementitious material

Cement (kg/m3)
65
Pozzolan (kg/m3)Pozzolan Type
120Low-lime flyash (ASTM Class F)
  
Photo coming soon

Full Dam Information

Details

Country: Malaysia

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Sungai Bengoh

Reservoir capacity: 144 m3x106

Construction Dates

Start of Project: 06/07

Start of RCC: 06/07

End of RCC: 05/10

End of Project: -/12

Specifications

Height: 63 metres

Length: 267 metres

Volume of RCC: 130 m3x103

Total volume: 172 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork (GEVR/GE-RCC)
Downstream
SlopeType
0.80RCC against formwork (GEVR/GE-RCC)  [stepped face]
Spillway
SlopeType
0.80RCC against formwork (GEVR/GE-RCC)  [stepped face]

Placement

Layers (mm)Lifts (mm)
3003000

Cementitious material

Cement (kg/m3)
60
Pozzolan (kg/m3)Pozzolan Type
120Low-lime flyash (ASTM Class F)
  
Bengoh completed
Bengoh completed

Full Dam Information

Details

Country: Iran

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Kajoo

Reservoir capacity: 207 m3x106

Construction Dates

Start of Project: 11/02

Start of RCC: 11/02

End of RCC: 08/10

End of Project: 11/10

Specifications

Height: 65 metres

Length: 350 metres

Volume of RCC: 265 m3x103

Total volume: 437 m3x103

Construction Methods

Facings

Upstream
SlopeType
 Traditional concrete against precast concrete panels
Downstream
SlopeType
 RCC against formwork
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
98
Pozzolan (kg/m3)Pozzolan Type
42Natural pozzolan (ASTM Class N)
  
Zirdan under construction
Zirdan under construction

Full Dam Information

Details

Country: Morocco

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Al Mal

Reservoir capacity: 25 m3x106

Construction Dates

Start of Project: 01/08

Start of RCC: 01/08

End of RCC: 09/10

End of Project: 04/11

Specifications

Height: 75 metres

Length: 408 metres

Volume of RCC: 415 m3x103

Total volume: 490 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against precast concrete panels
Downstream
SlopeType
0.80Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.80Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
73
Pozzolan (kg/m3)Pozzolan Type
32Natural pozzolan (ASTM Class N)
  
Abou Al Abbas Sebti (formerly Taskourt) completed
Abou Al Abbas Sebti (formerly Taskourt) completed

Full Dam Information

Details

Country: Argentina

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Quinto

Reservoir capacity: -

Construction Dates

Start of Project: 02/09

Start of RCC: 02/09

End of RCC: 09/10

End of Project: 01/11

Specifications

Height: 79 metres

Length: 487 metres

Volume of RCC: 210 m3x103

Total volume: 249 m3x103

Construction Methods

Facings

Upstream
SlopeType
 Traditional concrete against precast concrete panels
Downstream
SlopeType
 Traditional concrete against precast concrete panels
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Photo coming soon

Full Dam Information

Details

Country: Australia

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Teviot Brook

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 09/09

Start of RCC: 09/09

End of RCC: 12/10

End of Project: 06/11

Specifications

Height: 48 metres

Length: 464 metres

Volume of RCC: 173 m3x103

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
 Traditional concrete against formwork
Downstream
SlopeType
 Traditional concrete against formwork
Spillway
SlopeType
 Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
85
Pozzolan (kg/m3)Pozzolan Type
85Low-lime flyash (ASTM Class F)
  
Wyaralong completed
Wyaralong completed

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: -

Reservoir capacity: -

Construction Dates

Start of Project: -/07

Start of RCC: -/07

End of RCC: -/10

End of Project: 10/10

Specifications

Height: 28 metres

Length: 1000 metres

Volume of RCC: -

Total volume: 130 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Gasparino completed
Gasparino completed

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Pajeú

Reservoir capacity: 49 m3x106

Construction Dates

Start of Project: -/08

Start of RCC: -/08

End of RCC: -/10

End of Project: -/11

Specifications

Height: 26 metres

Length: 566 metres

Volume of RCC: 64 m3x103

Total volume: 92 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Ingazeira (formerly San Antonio) under construction
Ingazeira (formerly San Antonio) under construction

Full Dam Information

Details

Country: Morocco

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Ain Leuh

Reservoir capacity: 2 m3x106

Construction Dates

Start of Project: 10/09

Start of RCC: 10/09

End of RCC: 01/11

End of Project: 10/11

Specifications

Height: 29 metres

Length: 136 metres

Volume of RCC: 18 m3x103

Total volume: 20 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against precast concrete panels
Downstream
SlopeType
0.75Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.75Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
70
Pozzolan (kg/m3)Pozzolan Type
30Natural pozzolan (ASTM Class N)
  
Ait Moulay Ahmed on Google Earth
Ait Moulay Ahmed on Google Earth

Full Dam Information

Details

Country: Argentina

Owner: -

Type: Gravity

Purpose(s): Flood Control / Irrigation / Water Supply

River: Las Tunas

Reservoir capacity: 101 m3x106

Construction Dates

Start of Project: 02/09

Start of RCC: 02/09

End of RCC: 02/11

End of Project: 12/11

Specifications

Height: 33 metres

Length: 259 metres

Volume of RCC: 30 m3x103

Total volume: 56 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
200400

Cementitious material

Cement (kg/m3)
85
Pozzolan (kg/m3)Pozzolan Type
25Natural pozzolan (ASTM Class N)
  
Photo coming soon

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

Purpose(s): Flood Control / Irrigation / Water Supply

River: Yunishi

Reservoir capacity: 75 m3x106

Construction Dates

Start of Project: 08/08

Start of RCC: 08/08

End of RCC: 05/11

End of Project: 09/12

Specifications

Height: 119 metres

Length: 320 metres

Volume of RCC: 967 m3x103

Total volume: 1053 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
0.60 
Downstream
SlopeType
0.78Traditional concrete against formwork
Spillway
SlopeType
0.78Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
2501000

Cementitious material

Cement (kg/m3)
91
Pozzolan (kg/m3)Pozzolan Type
39Low-lime flyash (ASTM Class F)
  
Yunishigawa completed
Yunishigawa completed

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Yubari

Reservoir capacity: 427 m3x106

Construction Dates

Start of Project: 11/03

Start of RCC: 11/03

End of RCC: 09/11

End of Project: 03/15

Specifications

Height: 111 metres

Length: 390 metres

Volume of RCC: 584 m3x103

Total volume: 940 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
0.80Traditional concrete against formwork
Downstream
SlopeType
0.82Traditional concrete against formwork
Spillway
SlopeType
0.82Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
250750  &
 1000

Cementitious material

Cement (kg/m3)
91
Pozzolan (kg/m3)Pozzolan Type
39Low-lime flyash (ASTM Class F)
  
Yubari Syuparo completed
Yubari Syuparo completed

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Lusixi

Reservoir capacity: 33 m3x106

Construction Dates

Start of Project: -/09

Start of RCC: -/09

End of RCC: -/11

End of Project: -/12

Specifications

Height: 39 metres

Length: 140 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Photo coming soon

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Hydropower / Water Supply

River: Hezil

Reservoir capacity: 29 m3x106

Construction Dates

Start of Project: 08/08

Start of RCC: 08/08

End of RCC: -/11

End of Project: 02/12

Specifications

Height: 89 metres

Length: 356 metres

Volume of RCC: 718 m3x103

Total volume: 752 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.10RCC against precast concrete panels
Downstream
SlopeType
0.70RCC against formwork (GEVR/GE-RCC)  [stepped face]
Spillway
SlopeType
0.70Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
81
Pozzolan (kg/m3)Pozzolan Type
39No pozzolan used  -
  
Photo coming soon

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower / Navigation / Water Supply

River: Honghe

Reservoir capacity: 552 m3x106

Construction Dates

Start of Project: -/08

Start of RCC: -/08

End of RCC: -/11

End of Project: -/12

Specifications

Height: 108 metres

Length: 353 metres

Volume of RCC: -

Total volume: 987 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Madushan completed
Madushan completed

Full Dam Information

Details

Country: Morocco

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: -

Reservoir capacity: 3 m3x106

Construction Dates

Start of Project: -/09

Start of RCC: -/09

End of RCC: -/11

End of Project: -/12

Specifications

Height: 15 metres

Length: -

Volume of RCC: 20 m3x103

Total volume: 24 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.20Traditional concrete against precast concrete panels
Downstream
SlopeType
0.80Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.80Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Photo coming soon

Full Dam Information

Details

Country: Morocco

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: -

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: -/09

Start of RCC: -/09

End of RCC: -/11

End of Project: -/12

Specifications

Height: 15 metres

Length: -

Volume of RCC: 18 m3x103

Total volume: 20 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.20Traditional concrete against precast concrete panels
Downstream
SlopeType
0.80Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.80Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Photo coming soon

Full Dam Information

Details

Country: Morocco

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Tiyoughza

Reservoir capacity: 3 m3x106

Construction Dates

Start of Project: -/09

Start of RCC: -/09

End of RCC: -/11

End of Project: -/12

Specifications

Height: 32 metres

Length: -

Volume of RCC: 45 m3x103

Total volume: 53 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.20Traditional concrete against precast concrete panels
Downstream
SlopeType
0.80Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.80Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
120
100
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Krayma on Google Earth
Krayma on Google Earth

Full Dam Information

Details

Country: India

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Vaitarna

Reservoir capacity: 202 m3x106

Construction Dates

Start of Project: 10/08

Start of RCC: 10/08

End of RCC: 04/12

End of Project: -/12

Specifications

Height: 102 metres

Length: 565 metres

Volume of RCC: 1202 m3x103

Total volume: 1500 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.15RCC against formwork (GEVR/GE-RCC)
Downstream
SlopeType
0.75RCC against formwork (GEVR/GE-RCC)  [stepped face]
Spillway
SlopeType
0.75Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
75
Pozzolan (kg/m3)Pozzolan Type
145Low-lime flyash (ASTM Class F)
  
Middle Vaitarna completed
Middle Vaitarna completed

Full Dam Information

Details

Country: USA

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: San Diego

Reservoir capacity: 299 m3x106

Construction Dates

Start of Project: 06/09

Start of RCC: 06/09

End of RCC: 09/12

End of Project: 09/14

Specifications

Height: 103 metres

Length: 474 metres

Volume of RCC: 459 m3x103

Total volume: 465 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork with external geomembrane (GEVR/GE-RCC)
Downstream
SlopeType
0.78RCC against formwork (GEVR/GE-RCC)  [stepped face]
Spillway
SlopeType
0.78RCC against formwork (GEVR/GE-RCC)  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
86
Pozzolan (kg/m3)Pozzolan Type
127Low-lime flyash (ASTM Class F)
  
San Vicente Dam Raise completed
San Vicente Dam Raise completed

Full Dam Information

Details

Country: Australia

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Cotter

Reservoir capacity: 78 m3x106

Construction Dates

Start of Project: 10/09

Start of RCC: 10/09

End of RCC: 12/12

End of Project: 08/13

Specifications

Height: 87 metres

Length: 350 metres

Volume of RCC: 369 m3x103

Total volume: 400 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork (GEVR/GE-RCC)
Downstream
SlopeType
0.75RCC against formwork (GEVR/GE-RCC)
Spillway
SlopeType
0.75RCC against formwork (GEVR/GE-RCC)  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300
400400

Cementitious material

Cement (kg/m3)
75
Pozzolan (kg/m3)Pozzolan Type
120Low-lime flyash (ASTM Class F)
  
Enlarged Cotter completed
Enlarged Cotter completed

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower / Navigation / Recreation / Water Supply

River: Jinsha

Reservoir capacity: 558 m3x106

Construction Dates

Start of Project: 08/07

Start of RCC: 08/07

End of RCC: -/12

End of Project: -/13

Specifications

Height: 119 metres

Length: 768 metres

Volume of RCC: 2840 m3x103

Total volume: 3853 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork
Downstream
SlopeType
0.75RCC against formwork
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
3003000

Cementitious material

Cement (kg/m3)
96
60
Pozzolan (kg/m3)Pozzolan Type
96Low-lime flyash (ASTM Class F)
90 
Longkaikou completed
Longkaikou completed

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Marrecas

Reservoir capacity: 33 m3x106

Construction Dates

Start of Project: 03/10

Start of RCC: 03/10

End of RCC: -/12

End of Project: 12/12

Specifications

Height: 35 metres

Length: 430 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Marrecas completed
Marrecas completed

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: -

Reservoir capacity: 21 m3x106

Construction Dates

Start of Project: -/10

Start of RCC: -/10

End of RCC: -/12

End of Project: -/13

Specifications

Height: 15 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Mamoeiro completed
Mamoeiro completed

Full Dam Information

Details

Country: South Africa

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Mooi

Reservoir capacity: 140 m3x106

Construction Dates

Start of Project: 03/11

Start of RCC: 03/11

End of RCC: 05/13

End of Project: 05/14

Specifications

Height: 39 metres

Length: 300 metres

Volume of RCC: 96 m3x103

Total volume: 114 m3x103

Construction Methods

Facings

Upstream
SlopeType
 RCC against formwork (GEVR/GE-RCC)
Downstream
SlopeType
 RCC against formwork (GEVR/GE-RCC)
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
50
Pozzolan (kg/m3)Pozzolan Type
110Low-lime flyash (ASTM Class F)
  
Spring Grove completed
Spring Grove completed

Full Dam Information

Details

Country: South Africa

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Steelpoort

Reservoir capacity: 347 m3x106

Construction Dates

Start of Project: 07/07

Start of RCC: 07/07

End of RCC: 11/13

End of Project: 03/14

Specifications

Height: 85 metres

Length: 1015 metres

Volume of RCC: 769 m3x103

Total volume: 1012 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork (GEVR/GE-RCC)
Downstream
SlopeType
 RCC against formwork (GEVR/GE-RCC)  [stepped face]
Spillway
SlopeType
 RCC against formwork (GEVR/GE-RCC)  [stepped face]

Placement

Layers (mm)Lifts (mm)
3001200

Cementitious material

Cement (kg/m3)
62
Pozzolan (kg/m3)Pozzolan Type
145Low-lime flyash (ASTM Class F)
  
De Hoop completed
De Hoop completed

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower / Water Supply

River: E’erqisi

Reservoir capacity: 2419 m3x106

Construction Dates

Start of Project: -/07

Start of RCC: -/07

End of RCC: -/13

End of Project: -/14

Specifications

Height: 122 metres

Length: 1489 metres

Volume of RCC: 2520 m3x103

Total volume: 2890 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
0.75 
Spillway
SlopeType
0.75 

Placement

Layers (mm)Lifts (mm)
3003000

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
 Low-lime flyash (ASTM Class F)
  
Kalashuke completed
Kalashuke completed

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): Hydropower / Water Supply

River: Muli

Reservoir capacity: 190 m3x106

Construction Dates

Start of Project: -/09

Start of RCC: -/09

End of RCC: -/13

End of Project: -/14

Specifications

Height: 132 metres

Length: 211 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Lizhou completed
Lizhou completed

Full Dam Information

Details

Country: Mexico

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Tecolotán

Reservoir capacity: 100 m3x106

Construction Dates

Start of Project: 01/11

Start of RCC: 01/11

End of RCC: -/13

End of Project: -/13

Specifications

Height: 78 metres

Length: 440 metres

Volume of RCC: 496 m3x103

Total volume: 561 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.20Traditional concrete against precast concrete panels
Vertical 
Downstream
SlopeType
0.80RCC against formwork
Spillway
SlopeType
0.80RCC against formwork

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
110
Pozzolan (kg/m3)Pozzolan Type
0Natural pozzolan (ASTM Class N)
  
Photo coming soon

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Hydropower / Water Supply

River: Braço do Norte

Reservoir capacity: 21 m3x106

Construction Dates

Start of Project: -/12

Start of RCC: -/12

End of RCC: -/13

End of Project: -/13

Specifications

Height: 21 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Barra do Rio Chapéu under construction
Barra do Rio Chapéu under construction

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Hydropower / Irrigation / Water Supply

River: Bembo

Reservoir capacity: 11 m3x106

Construction Dates

Start of Project: 09/08

Start of RCC: 09/08

End of RCC: 02/14

End of Project: 11/14

Specifications

Height: 69 metres

Length: 210 metres

Volume of RCC: 162 m3x103

Total volume: 202 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.10Traditional concrete against formwork
Downstream
SlopeType
0.80Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.80Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
3001200

Cementitious material

Cement (kg/m3)
100
Pozzolan (kg/m3)Pozzolan Type
80Natural pozzolan (ASTM Class N)
  
Aslandag completed
Aslandag completed

Full Dam Information

Details

Country: Iran

Owner: -

Type: Gravity

Purpose(s): Flood Control / Irrigation / Water Supply

River: Cheshmeh Ashegh

Reservoir capacity: 62 m3x106

Construction Dates

Start of Project: 06/10

Start of RCC: 06/10

End of RCC: 05/14

End of Project: 03/17

Specifications

Height: 60 metres

Length: 375 metres

Volume of RCC: 130 m3x103

Total volume: 250 m3x103

Construction Methods

Facings

Upstream
SlopeType
 Traditional concrete against formwork
Downstream
SlopeType
 Traditional concrete against formwork
Spillway
SlopeType
 Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
300600  -
 900

Cementitious material

Cement (kg/m3)
120
Pozzolan (kg/m3)Pozzolan Type
80Natural pozzolan (ASTM Class N)
  
Cheshmeh Ashegh completed
Cheshmeh Ashegh completed

Full Dam Information

Details

Country: South Korea

Owner: -

Type: Gravity

Purpose(s): Flood Control / Irrigation / Water Supply

River: Hantan

Reservoir capacity: 270 m3x106

Construction Dates

Start of Project: 02/09

Start of RCC: 02/09

End of RCC: 07/14

End of Project: 12/14

Specifications

Height: 84 metres

Length: 690 metres

Volume of RCC: 650 m3x103

Total volume: 709 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
 Traditional concrete against formwork
Spillway
SlopeType
 Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
250750

Cementitious material

Cement (kg/m3)
91
Pozzolan (kg/m3)Pozzolan Type
39Low-lime flyash (ASTM Class F)
  
Hantangang completed
Hantangang completed

Full Dam Information

Details

Country: Lesotho

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: South Phuthiatsana

Reservoir capacity: 64 m3x106

Construction Dates

Start of Project: 09/11

Start of RCC: 09/11

End of RCC: 11/14

End of Project: 04/15

Specifications

Height: 83 metres

Length: 278 metres

Volume of RCC: 280 m3x103

Total volume: 314 m3x103

Construction Methods

Facings

Upstream
SlopeType
 RCC against formwork (GEVR/GE-RCC)
Downstream
SlopeType
 RCC against formwork (GEVR/GE-RCC)
Spillway
SlopeType
 RCC against formwork (GEVR/GE-RCC)

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
60
Pozzolan (kg/m3)Pozzolan Type
145Low-lime flyash (ASTM Class F)
  
Metolong completed
Metolong completed

Full Dam Information

Details

Country: Morocco

Owner: -

Type: Gravity

Purpose(s): Flood Control / Irrigation / Water Supply

River: Iriri

Reservoir capacity: 270 m3x106

Construction Dates

Start of Project: 05/10

Start of RCC: 05/10

End of RCC: -/14

End of Project: -/15

Specifications

Height: 84 metres

Length: 202 metres

Volume of RCC: 270 m3x103

Total volume: 380 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.80Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.80Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
100
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Tiouine on Google Earth
Tiouine on Google Earth

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Recreation / Water Supply

River: Hailanhe

Reservoir capacity: -

Construction Dates

Start of Project: -/12

Start of RCC: -/12

End of RCC: -/14

End of Project: -/15

Specifications

Height: 41 metres

Length: 271 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.73RCC against precast concrete blocks
Spillway
SlopeType
conduit 

Placement

Layers (mm)Lifts (mm)
3002000

Cementitious material

Cement (kg/m3)
80
Pozzolan (kg/m3)Pozzolan Type
100Low-lime flyash (ASTM Class F)
  
Photo coming soon

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: -

Reservoir capacity: 303 m3x106

Construction Dates

Start of Project: -/12

Start of RCC: -/12

End of RCC: -/14

End of Project: -/15

Specifications

Height: 66 metres

Length: 1015 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Serro Azul completed
Serro Azul completed

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: -

Reservoir capacity: 20 m3x106

Construction Dates

Start of Project: -/12

Start of RCC: -/12

End of RCC: -/14

End of Project: -/15

Specifications

Height: 72 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Photo coming soon

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

Purpose(s): Flood Control / Navigation / Water Supply

River: Naka

Reservoir capacity: 40 m3x106

Construction Dates

Start of Project: 06/12

Start of RCC: 06/12

End of RCC: 07/15

End of Project: 03/18

Specifications

Height: 103 metres

Length: 556 metres

Volume of RCC: 634 m3x103

Total volume: 935 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
1.00Traditional concrete against formwork
Downstream
SlopeType
0.76Traditional concrete against formwork
Spillway
SlopeType
0.76Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
2501000

Cementitious material

Cement (kg/m3)
104
Pozzolan (kg/m3)Pozzolan Type
26Low-lime flyash (ASTM Class F)
  
Gokayama completed
Gokayama completed

Full Dam Information

Details

Country: Algeria

Owner: -

Type: Arch-Gravity

Purpose(s): Irrigation / Water Supply

River: Djen Djen

Reservoir capacity: 294 m3x106

Construction Dates

Start of Project: 03/10

Start of RCC: 03/10

End of RCC: 08/15

End of Project: 12/15

Specifications

Height: 121 metres

Length: 366 metres

Volume of RCC: 975 m3x103

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
 Reinforced conventional concrete cast after RCC placement
Downstream
SlopeType
 Reinforced conventional concrete cast after RCC placement
Spillway
SlopeType
 Reinforced conventional concrete cast after RCC placement  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
85
Pozzolan (kg/m3)Pozzolan Type
45 
  
Tabellout completed
Tabellout completed

Full Dam Information

Details

Country: USA

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Duck

Reservoir capacity: 31 m3x106

Construction Dates

Start of Project: 01/14

Start of RCC: 01/14

End of RCC: 09/15

End of Project: -/16

Specifications

Height: 41 metres

Length: 90 metres

Volume of RCC: 121 m3x103

Total volume: 128 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.10Traditional concrete against formwork
 RCC against formwork
Downstream
SlopeType
  
Spillway
SlopeType
1.00Traditional concrete against formwork (GEVR/GE-RCC)  [stepped face]
 RCC against formwork (GEVR/GE-RCC)  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
107
Pozzolan (kg/m3)Pozzolan Type
55Low-lime flyash (ASTM Class F)
  
Duck River completed
Duck River completed

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Una

Reservoir capacity: 69 m3x106

Construction Dates

Start of Project: -/13

Start of RCC: -/13

End of RCC: -/15

End of Project: -/16

Specifications

Height: 61 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Igarapeba completed
Igarapeba completed

Full Dam Information

Details

Country: Serbia

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Cmi Timok

Reservoir capacity: 48 m3x106

Construction Dates

Start of Project: -/12

Start of RCC: -/12

End of RCC: -/15

End of Project: -/16

Specifications

Height: 54 metres

Length: 396 metres

Volume of RCC: 175 m3x103

Total volume: 305 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Bogovina completed
Bogovina completed

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Sarma

Reservoir capacity: 2 m3x106

Construction Dates

Start of Project: 01/13

Start of RCC: 01/13

End of RCC: 10/16

End of Project: -/17

Specifications

Height: 66 metres

Length: 148 metres

Volume of RCC: 85 m3x103

Total volume: 130 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.10Traditional concrete against formwork
Downstream
SlopeType
0.80Traditional concrete against formwork
Spillway
SlopeType
0.80Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
300 

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Akçakoca completed
Akçakoca completed

Full Dam Information

Details

Country: Lebanon

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Boqaata

Reservoir capacity: 6 m3x106

Construction Dates

Start of Project: 07/12

Start of RCC: 07/12

End of RCC: 12/16

End of Project: 12/21

Specifications

Height: 72 metres

Length: 222 metres

Volume of RCC: 200 m3x103

Total volume: 255 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalReinforced conventional concrete cast after RCC placement
0.80 
Downstream
SlopeType
0.80RCC against formwork (GEVR/GE-RCC)  [stepped face]
Spillway
SlopeType
0.80RCC against formwork (GEVR/GE-RCC)  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
90
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Boqaata completed
Boqaata completed

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: -

Reservoir capacity: 3 m3x106

Construction Dates

Start of Project: -/13

Start of RCC: -/13

End of RCC: -/16

End of Project: -/16

Specifications

Height: 18 metres

Length: 196 metres

Volume of RCC: 52 m3x103

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Photo coming soon

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Kelebek

Reservoir capacity: 23 m3x106

Construction Dates

Start of Project: -/12

Start of RCC: -/12

End of RCC: -/16

End of Project: -/17

Specifications

Height: 62 metres

Length: 193 metres

Volume of RCC: 74 m3x103

Total volume: 97 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.10Traditional concrete against formwork
Downstream
SlopeType
0.80Traditional concrete against formwork
Spillway
SlopeType
0.80Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
120
Pozzolan (kg/m3)Pozzolan Type
 Low-lime flyash (ASTM Class F)
  
Photo coming soon

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Ormanlik

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: -/14

Start of RCC: -/14

End of RCC: -/16

End of Project: 10/17

Specifications

Height: 49 metres

Length: 265 metres

Volume of RCC: 114 m3x103

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Photo coming soon

Full Dam Information

Details

Country: Morocco

Owner: -

Type: Gravity

Purpose(s): Flood Control / Irrigation / Water Supply

River: -

Reservoir capacity: 17 m3x106

Construction Dates

Start of Project: -/13

Start of RCC: -/13

End of RCC: -/16

End of Project: -/17

Specifications

Height: 26 metres

Length: 500 metres

Volume of RCC: 55 m3x103

Total volume: 60 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against precast concrete panels
Downstream
SlopeType
0.85Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.85Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Rkiza under construction
Rkiza under construction

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Camibogazi

Reservoir capacity: 10 m3x106

Construction Dates

Start of Project: -/14

Start of RCC: -/14

End of RCC: -/16

End of Project: -/17

Specifications

Height: 50 metres

Length: 295 metres

Volume of RCC: 142 m3x103

Total volume: 173 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.05RCC against formwork (GEVR/GE-RCC)
Downstream
SlopeType
0.80RCC against formwork (GEVR/GE-RCC)
Spillway
SlopeType
0.80Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
98
Pozzolan (kg/m3)Pozzolan Type
52Low-lime flyash (ASTM Class F)
  
Photo coming soon

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower / Irrigation / Water Supply

River: w

Reservoir capacity: 24 m3x106

Construction Dates

Start of Project: -/14

Start of RCC: -/14

End of RCC: -/16

End of Project: -/17

Specifications

Height: 54 metres

Length: 246 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Photo coming soon

Full Dam Information

Details

Country: Jordan

Owner: -

Type: Gravity

Purpose(s): Groundwater Recharge / Water Supply

River: Ibn Hammad

Reservoir capacity: 4 m3x106

Construction Dates

Start of Project: -/15

Start of RCC: -/15

End of RCC: 07/17

End of Project: -/22

Specifications

Height: 56 metres

Length: 160 metres

Volume of RCC: 160 m3x103

Total volume: 160 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.30Traditional concrete against formwork
Downstream
SlopeType
0.70Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.70Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
90
100
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
0 
Photo coming soon

Full Dam Information

Details

Country: Spain

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Cidacos

Reservoir capacity: 47 m3x106

Construction Dates

Start of Project: -/08

Start of RCC: -/08

End of RCC: 07/17

End of Project: 09/18

Specifications

Height: 103 metres

Length: 376 metres

Volume of RCC: 695 m3x103

Total volume: 765 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.80Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.80Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
60
Pozzolan (kg/m3)Pozzolan Type
140Low-lime flyash (ASTM Class F)
  
Enciso completed
Enciso completed

Full Dam Information

Details

Country: Algeria

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Mellegue

Reservoir capacity: 155 m3x106

Construction Dates

Start of Project: 10/11

Start of RCC: 10/11

End of RCC: -/17

End of Project: -/18

Specifications

Height: 51 metres

Length: 900 metres

Volume of RCC: 245 m3x103

Total volume: 320 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalReinforced conventional concrete cast before RCC placement
Downstream
SlopeType
0.90RCC against precast concrete blocks
Spillway
SlopeType
0.90Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
110
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Photo coming soon

Full Dam Information

Details

Country: Argentina

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Albigasta

Reservoir capacity: 38 m3x106

Construction Dates

Start of Project: -/08

Start of RCC: -/08

End of RCC: -/17

End of Project: -/19

Specifications

Height: 64 metres

Length: 380 metres

Volume of RCC: -

Total volume: 279 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Photo coming soon

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): Irrigation / Water Supply

River: -

Reservoir capacity: 12 m3x106

Construction Dates

Start of Project: -/13

Start of RCC: -/13

End of RCC: -/17

End of Project: -/18

Specifications

Height: 58 metres

Length: 269 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Photo coming soon

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Çırçıp

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: -/15

Start of RCC: -/15

End of RCC: -/17

End of Project: -/17

Specifications

Height: 36 metres

Length: 110 metres

Volume of RCC: 20 m3x103

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Photo coming soon

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower / Irrigation / Water Supply

River: Ximihe

Reservoir capacity: 17 m3x106

Construction Dates

Start of Project: -/14

Start of RCC: -/14

End of RCC: -/17

End of Project: -/18

Specifications

Height: 88 metres

Length: 147 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Photo coming soon

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Mulenghe

Reservoir capacity: 191 m3x106

Construction Dates

Start of Project: -/15

Start of RCC: -/15

End of RCC: -/17

End of Project: -/18

Specifications

Height: 46 metres

Length: 406 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Photo coming soon

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Dashahe

Reservoir capacity: 196 m3x106

Construction Dates

Start of Project: -/15

Start of RCC: -/15

End of RCC: -/17

End of Project: -/18

Specifications

Height: 74 metres

Length: 296 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Photo coming soon

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): Hydropower / Irrigation / Water Supply

River: Mabiehe

Reservoir capacity: 99 m3x106

Construction Dates

Start of Project: -/15

Start of RCC: -/15

End of RCC: -/17

End of Project: -/18

Specifications

Height: 108 metres

Length: 182 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Photo coming soon

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Harai

Reservoir capacity: 29 m3x106

Construction Dates

Start of Project: 07/14

Start of RCC: 07/14

End of RCC: 03/18

End of Project: 03/19

Specifications

Height: 81 metres

Length: 295 metres

Volume of RCC: 372 m3x103

Total volume: 419 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
0.60Traditional concrete against formwork
Downstream
SlopeType
0.77Traditional concrete against formwork
Spillway
SlopeType
0.77Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
2501000

Cementitious material

Cement (kg/m3)
84
Pozzolan (kg/m3)Pozzolan Type
36Low-lime flyash (ASTM Class F)
  
Irahara under construction
Irahara under construction

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Shangcunxi

Reservoir capacity: 123 m3x106

Construction Dates

Start of Project: -/11

Start of RCC: -/11

End of RCC: -/18

End of Project: -/19

Specifications

Height: 89 metres

Length: 338 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Photo coming soon

Full Dam Information

Details

Country: Venezuela

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Cuira

Reservoir capacity: -

Construction Dates

Start of Project: -/14

Start of RCC: -/14

End of RCC: -/18

End of Project: -/19

Specifications

Height: 135 metres

Length: -

Volume of RCC: 1700 m3x103

Total volume: 1950 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Photo coming soon

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Colonia

Reservoir capacity: 62 m3x106

Construction Dates

Start of Project: 09/15

Start of RCC: 09/15

End of RCC: -/18

End of Project: 09/18

Specifications

Height: 21 metres

Length: 195 metres

Volume of RCC: 30 m3x103

Total volume: 34 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Photo coming soon

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Shizhe

Reservoir capacity: 133 m3x106

Construction Dates

Start of Project: -/15

Start of RCC: -/15

End of RCC: -/18

End of Project: -/19

Specifications

Height: 44 metres

Length: 49 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Photo coming soon

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Hydropower / Irrigation / Water Supply

River: Melen

Reservoir capacity: 693 m3x106

Construction Dates

Start of Project: -/13

Start of RCC: -/13

End of RCC: 03/19

End of Project: 05/19

Specifications

Height: 124 metres

Length: 944 metres

Volume of RCC: 1871 m3x103

Total volume: 2096 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.15RCC against formwork (GEVR/GE-RCC)
Downstream
SlopeType
0.70RCC against formwork (GEVR/GE-RCC)  [stepped face]
Spillway
SlopeType
0.70RCC against formwork (GEVR/GE-RCC)

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
90
Pozzolan (kg/m3)Pozzolan Type
60Low-lime flyash (ASTM Class F)
  
Melen under construction
Melen under construction

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Navigation / Water Supply

River: Agatsuma

Reservoir capacity: 108 m3x106

Construction Dates

Start of Project: 08/14

Start of RCC: 08/14

End of RCC: 05/19

End of Project: 10/19

Specifications

Height: 116 metres

Length: 291 metres

Volume of RCC: -

Total volume: 911 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.15Traditional concrete against formwork
Downstream
SlopeType
0.80Traditional concrete against formwork
Spillway
SlopeType
0.08Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
2501000

Cementitious material

Cement (kg/m3)
84
Pozzolan (kg/m3)Pozzolan Type
36Low-lime flyash (ASTM Class F)
  
Yamba under construction
Yamba under construction

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: -

Reservoir capacity: 23 m3x106

Construction Dates

Start of Project: -/16

Start of RCC: -/16

End of RCC: 06/19

End of Project: -/20

Specifications

Height: 55 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Panelas II on Google Earth
Panelas II on Google Earth

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Ayvali

Reservoir capacity: 988 m3x106

Construction Dates

Start of Project: 06/14

Start of RCC: 06/14

End of RCC: 08/19

End of Project: 11/19

Specifications

Height: 43 metres

Length: 157 metres

Volume of RCC: 37 m3x103

Total volume: 46 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.10Traditional concrete against formwork
Downstream
SlopeType
0.80Traditional concrete against formwork
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
300 

Cementitious material

Cement (kg/m3)
66
Pozzolan (kg/m3)Pozzolan Type
44Low-lime flyash (ASTM Class F)
  
Photo coming soon

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Uludere

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 03/17

Start of RCC: 03/17

End of RCC: 09/19

End of Project: 08/20

Specifications

Height: 52 metres

Length: 122 metres

Volume of RCC: 55 m3x103

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
0.10Traditional concrete against formwork
Downstream
SlopeType
0.80Traditional concrete against formwork
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
300 

Cementitious material

Cement (kg/m3)
75
Pozzolan (kg/m3)Pozzolan Type
50 
  
Photo coming soon

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Suludere

Reservoir capacity: 9 m3x106

Construction Dates

Start of Project: 03/16

Start of RCC: 03/16

End of RCC: 09/19

End of Project: 10/19

Specifications

Height: 69 metres

Length: 212 metres

Volume of RCC: 130 m3x103

Total volume: 185 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.10Traditional concrete against formwork
Downstream
SlopeType
0.80Traditional concrete against formwork
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
75
Pozzolan (kg/m3)Pozzolan Type
45Low-lime flyash (ASTM Class F)
  
Karamürsel Ihsaniye under construction
Karamürsel Ihsaniye under construction

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Taquarembó

Reservoir capacity: -

Construction Dates

Start of Project: 05/08

Start of RCC: 05/08

End of RCC: -/19

End of Project: -/20

Specifications

Height: 33 metres

Length: 330 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Photo coming soon

Full Dam Information

Details

Country: Afghanistan

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Shakardar

Reservoir capacity: 10 m3x106

Construction Dates

Start of Project: -/12

Start of RCC: -/12

End of RCC: -/19

End of Project: 04/21

Specifications

Height: 78 metres

Length: 303 metres

Volume of RCC: 270 m3x103

Total volume: 337 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
0.20 
Downstream
SlopeType
0.80Traditional concrete against formwork
Spillway
SlopeType
0.80Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
105
Pozzolan (kg/m3)Pozzolan Type
45Natural pozzolan (ASTM Class N)
  
Photo coming soon

Full Dam Information

Details

Country: Iran

Owner: -

Type: Gravity

Purpose(s): Groundwater Recharge / Irrigation / Water Supply

River: Gharanghou

Reservoir capacity: 44 m3x106

Construction Dates

Start of Project: -/08

Start of RCC: -/08

End of RCC: -/19

End of Project: -/20

Specifications

Height: 44 metres

Length: 352 metres

Volume of RCC: 106 m3x103

Total volume: 147 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Ghadrooni completed
Ghadrooni completed

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower / Irrigation / Water Supply

River: Sanchahe

Reservoir capacity: 1089 m3x106

Construction Dates

Start of Project: -/13

Start of RCC: -/13

End of RCC: -/19

End of Project: -/21

Specifications

Height: 163 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType