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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)
BuchtarmaKazakhstanF HIrtysh3105/5509/5710/6112/6390450587988V(10)0.80(3)0.80(3)300120013580(F)
NangankouChinaIZaoshui4- /69- /70- /71- /723285             
Langshan
[A]
ChinaDinggeniu33- /74- /76- /78- /7941173 36           
ShimajigawaJapanF I WShimaji2109/7610/7804/8003/8189240165317V
0.30
(1)
(1)
0.80(1)0.80(1)150 to
200
500
700
8436(F)
Liangsanping
[A]
ChinaHLeishui4- /79- /80- /81- /82353333           
Willow CreekUSAF RWillow Creek1711/8104/8209/8204/8352543331331V(7)0.80(17)0.80(17)3003004719(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)
La ManzanillaMexicoFIbarrilla111/8601/8705/8707/87361502030V
0.15
(5)
(5)
V
0.80
(5)
(17)
0.80(12)300300135135(F)
Lower Chase CreekUSAFLower Chase Creek103/8705/8706/8707/87271221422V(1)0.70(1)*0.70(1)*3003006440(F)
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)
Les OlivettesFranceFLa Peyne408/8612/8610/8703/88362558085V(1)0.75(16)0.75(1)*300300 130(R)
Elk Creek (as halted)USAFElk Creek12503/8504/8701/88- /9935365266348V(1)0.80(14)0.80(12)1506007033(F)
ManoJapanF H WMano3612/8304/8501/8803/9069239104219V(1)0.80(1)0.80(1)1805009624(F)
Ain al KoreimaMoroccoIAkreuch106/8709/8702/8803/882612417200.20(5)*0.20
0.75
(5)
(17)
0.60(1)*35035070
140
30
60
(S)
ShiromizugawaJapanF IShiromizu510/8410/8506/8804/9055367142314V(1)0.80(1)0.80(1)150 -
200
5009624(F)
Santa EugeniaSpainHXallas1701/8706/8706/8810/88842902252540.05(3)0.75
0.35
(3)*
(3)*
0.75(1)25025088
72
152
145
(F)
Asahi OgawaJapanF HOgawa503/8305/8606/8806/9084260268361V
0.90
(1)
(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)
VadeniRomaniaHJiu503/8605/8810/8810/9225551417 (12) (12)ogee(12)3009001250(-) -
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)
GantangpingChinaHYonghe9- /84- /86- /88- /9052180 220          (F)
Yuxi
[A]
ChinaWYuxi1- /85- /87- /88- /8938102            (F)
Urugua-iArgentinaHUrugua-i117510/8504/8804/89- /8977687590626V(6)0.80(17)0.80(1)400400600(-) -
S.W. Freese (formerly Stacy - spillway)USAWColorado70005/8705/8804/8901/903117389158V(13)0.831(17)ogee(12)30030012562(C)
Tirgu JiuRomaniaHJiu208/8606/8805/8912/9324611326 (12) (12)ogee(12)3009001250(-) -
SpitskopSouth AfricaIHarts6105/8809/8806/8911/89151001736V(1)
(15)
0.70(15)0.70(1)*2502509192(F)
RongdiChinaF H IDulanghe1904/8811/8807/8906/915313661108V(7)0.75(10)0.65(1)30030090
69
140
111
(F)
Wright’s Retarding BasinAustraliaFPoint Hut Creek101/8906/8908/8910/89188699V(7)1.00(16)1.00(13)30030014573(F)
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)
Tongjiezi (with Niurixigou saddle dam)ChinaF H I NDadu20001/8510/8812/8910/9488284407855V(1)0.75(10)0.75(1)300 -
500
300 -
500
79
82
79
83
(F)
TashkumyrKyrgyzstanH INaryn140- /8203/8712/8912/90753201001300V(1)0.78(1)0.78(1)4004009030(N)
ShangbanChinaHWenchuanxi10- /87- /88- /89- /8947122 74           
PirikaJapanF H IShirobeshit-oshibetsu1810/82- /88- /8910/9140755163360V
0.80
(1)
(1)
0.80(1)0.80(1)2507508436(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)
Tianshenqiao Nº2ChinaF HNanpan2901/8404/8706/9012/9261471143284V(1)V
0.40
(10)ogee(1)2502507979(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)
RiouFranceH I RRiou101/9006/9007/9003/91263084146V(2)0.60(14)*0.60(14)*300300 120(R)
MaroñoSpainWIzoria and Idas201/8911/8908/9011/915318280910.05(3)V
0.75
(3)*
(3)*
0.75(1)*30030080
65
160
170
(F)
Caraibas - CEMIGBrazilF ICaraibas1004/9007/9009/9002/912616018220.10(1)0.80(3)*0.80(1)*3003007020(N)
AsariJapanF WAsari907/8610/8709/9003/9374390259517V
0.30
(1)
(1)
0.80(1)0.80(1)1805009624(F)
AoulouzMoroccoF G ISouss11003/8811/8909/9011/9179476680850V(1)0.85(1)*0.85(1)500500120
90
0
0
(M)
HervásSpainWHervás101/8903/9009/9010/903321024430.15(1)0.70(1)*
(5)*
0.70(1)30030080155(F)
Freeman diversionUSAGSanta Clara 03/9007/9009/90- /9117366101110V(1)0.80(17)0.80(17)30030012583(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)
ThornleaSouth AfricaIMlazi306/9010/9012/9002/91171351617V(1)0.90(3)*0.90(1)1701703887(S)
Nickajack Auxillary SpillwayUSAHTennessee31108/8907/9002/9104/921742779790.25(3)*0.60(3)*0.60(3)*30060085119(F)
GameleirasBrazilF I R WGameleiras14507/9012/9004/9105/91291502729V(1)   (1)*4004005213(-) -
Cuchillo NegroUSAFCuchillo Negro 10/8903/9005/9107/91501867582V(7)0.90(17)separate 3003007759(F)
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)
Victoria replacementUSAHWest Branch 1304/9108/9110/9106/92371003640V(12)0.80(3)*0.80(3)*3003006767(C)
La Puebla de CazallaSpainICorbones7403/8808/8910/9112/9171220205220V
0.20
(3)
(3)
0.80(3)*0.80(3)*30030080130(F)
Belén-CagüelaSpainFBelén103/9106/9110/9110/913116024290.05(3)0.75(3)*0.75(3)*30030073109(F)
CholdocogagnaFranceWLessarte104/9107/9110/9112/913610019230.10(1)0.75(16)0.75(1)*300300 110(R)
Belén-GatoSpainFBelén107/9109/9111/9111/913415836410.05(3)0.75(3)*0.75(3)*30030073109(F)
Sabigawa (lower dam)JapanHKosabi 1110/8603/9012/9111/921042734005900.10(1)0.80(1)0.80(1)2507509139(F)
Caballar ISpainFBelén109/9109/9112/9112/911698670.05(3)0.75(3)*0.75(3)*30030073109(F)
Amatisteros IIISpainFBelén1- /9109/9112/91- /92157545V(3)0.75(3)0.75(3)30030073109(F)
Maoeryan
[A]
ChinaShiqi33- /68- /88- /91- /9335              
Belén-FloresSpainFBelén109/9111/9101/9201/92288710120.05(3)0.75(3)*0.75(3)*30030073109(F)
YantanChinaF H NHongshui3403/8502/8903/9212/95110525626905V(1)V
0.80
(1)
(1)*
ogee(1)30030055104(F)
Alan Henry SpillwayUSAWDouble Mountain Fork 14003/9112/9104/92- /9325842223V(13)1.10(17)ogee(1)30030011959(F)
CapandaAngolaHKwanza479502/8710/8905/9212/0711012037571154V(6)0.70(14)
(10)
0.70(13)40040070100(M)
ShuikouChinaF H NMin261303/8710/9005/9205/951017916001710V(1)0.73(1)ogee(1)200 -
330
200 -
330
60
70
110
90
(F)
Jim Wilson (formerly Town Wash Detention)USAFTown Wash 01/9203/9205/9206/92182644345V(14)1.50(3)1.50(3)*
(17)*
20020010771(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)
Zintel CanyonUSAFZintel303/9207/9210/9212/92391585455V(7)0.85(17)0.85(17)300300740(-) -
KroombitAustraliaG IKroombit Creek1303/9206/9210/9212/922625084110V(1)0.70(1)0.70(1)30030082107(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
(-) -
Wan’anChinaF H I NGan221611/8412/9012/9206/946811041561480V(1)0.80(1)ogee(1)30030065105(F)
TrigomilMexicoF IAyuguila32412/8602/9112/9212/93107250362681V
0.24
(5)V
0.80
(5)
(17)
0.80(1)30030014847(F)
Guangzhou PSS- Lower damChinaHLiuxihe3012/9410/9112/9210/00611533257V(1)0.70(3)*ogee
0.78
(1)
(1)
30030062108(F)
PaxtonSouth AfricaITsorwo1- /9001/9112/92- /92177033V(3)V
0.50
(3)0.50(3)15015070100(F)
HattabaraJapanF WAshida6008/88- /89- /9203/9885325228500V
0.20
(1)
(1)
0.75(1)0.75(1)150 -
200
7508436(F)
Petit SautFrench GuyanaHSinnamary350007/8907/9202/9305/9448740250410V(11)V
0.80
(7)
(16)
0.80(13)300300 120(R)
Elmer Thomas - replacementUSARLittle Medicine Creek1002/9201/9302/9305/93341282934V(1)0.64(1)none 3003008989(F)
JinjiangChinaF HJinjianghe18907/9010/9103/9307/9368229182267V(1)0.75(1)0.65(1)
(1)
30030007080(F)
Puding
[A]
ChinaH I WSanchahe37703/8906/9205/9302/9475196103137V(1)0.35(1)ogee
0.35
(1)
(1)
30030085
54
103
99
(F)
Imi el KhengMoroccoG IOued Berhil1204/9209/9207/9304/9439170971090.20(5)0.80(1)*0.80(1)*300300100
110
20
20
(N)
TsugawaJapanF H WKamo610/8910/9107/9303/9476228222342V
0.60
(1)
(1)
0.76(1)0.76(1)2507509624(F)
CenzaSpainHCenza4301/9203/9308/9312/9349609200225V(3)0.122
0.75
(3)*
(3)*
0.75(3)*30030070130(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)
ShuidongChinaH NYouxi10804/9111/9210/9312/9563197126184V(7)0.75(10)0.75(1)3003005090(F)
Sierra BravaSpainIPizarroso23212/9006/9211/9312/93548352773400.05(14)0.75(14)*0.75(14)*30030080140(F)
KodamaJapanF WKodama1410/8905/9112/9303/97102280358570V
0.20
(1)
(1)
0.76(1)0.76(1)2507509136(S)
Villaumur (La Cantache)FranceFLe Cantache707/9310/9312/9303/94161471115V(11)0.75(1)*0.75(1)*300300 90(R)
VinoramasMexicoF IEl Bledal10210/9104/9312/9301/9450807117184V(5)0.80(3)*0.80(13)300300100100(M)
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)
GuxianChinaLuohe1175- /78- /89- /93- /95125315             
SuoshaiChinaHSancha420- /89- /90- /93- /9475196 88           
Pelo SinalBrazilWTaperobá7612/91- /92- /93- /94342966989 (1)    3003006416(-) -
SepFranceISep504/9309/9301/9403/94461454958V(11)0.72(16)0.72(3)*300300 120(R)
Pak MunThailandHMun 04/9112/9303/9406/94263234850V
V
(13)
(15)
V
0.80
(13)
(15)
separate 30030058124(F)
HinataJapanFKasshi612/9011/9205/9403/9857290113232V(1)0.75(1)0.75(1)180 -
250
7508436(F)
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)
Rocky GulchUSAPRocky Gulch 05/9405/9406/9407/94185567V(1)0.80(17)none 3003001840(-) -
San RafaelMexicoF HSantiago2611/9305/9407/9407/944817681110V(5)0.66
0.80
(3)*separate 30030090130(N)
Lac RobertsonCanadaHHa! Ha!58710/9206/9408/9403/95401242835V(1)0.75(1)*separate 3003008585(F)
La Touche PoupardFranceIChambon1508/9304/9408/9412/94362003446V(1)0.75(3)*0.75(1)*300300 115(R)
Lower Molonglo Bypass StorageAustraliaPUnnamed creek102/9406/9408/9411/94321202227V(1)0.80(1)*0.80(1)*3003009664(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(-) -
Maojiang
[A]
ChinaH IXiang2- /92- /93- /94- /9545150 45          (F)
Sishanping
[A]
ChinaF H ILeishui3- /92- /93- /94- /9556147 18          (F)
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)
ShibanshuiChinaF H RLongxihe10512/9204/94- /95- /9684445335564V(3')0.65(1)0.65(13)3001000126
60
84
90
(F)
AcauãBrazilF I WParaíba247- /93- /93- /95- /9579674674734 (1) (3)* (1)*3003006416(N)
Juba IBrazilHJuba - /93- /94- /95- /962123896113        6015(N)
Juba IIBrazilHJuba - /93- /94- /95- /9621238105113        6015(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)
JordãoBrazilHJordão11005/9401/9502/9609/9695550570647V(1)0.74(3)*0.74(12)4004006015(N)
PangueChileHBio-Bio17501/9201/9502/9612/96113410670740V(1)0.80(3)*0.80(12)30030080100(N)
Loyalty Road flood retarding basinAustraliaFDarling Mills Creek 06/9512/9504/9608/96301112022V(7)0.80(7)0.80(7)300300800(S)
BailongtanChinaH I NHongshuihe34002/9310/9504/9608/97347106280V(1)0.70(10)*0.70(5)*30030073
99
110
60
(F)
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)
BoqueronSpainFRambla del Boqueron1310/9402/9608/9612/97582901371450.05(3')0.73(3')0.73(3')*30030055130(F)
Grand Falls spillwayCanadaHExploits 08/9609/9609/9612/9615180711V(1)0.67(1)*0.67(1)*20020013075(F)
MantaichengChinaH IGayahe1008/9201/9312/9608/973733778100V(1)0.75(10)ogee
0.70
(1)
(1)
300100060120(F)
DahekouChinaApengjiang115- /93- /94- /96- /9785  33           
Derivação do Rio JordãoBrazilHJordão11005/94- /95- /9612/9766              
TomisatoJapanF I WDouzan5302/92- /9502/9703/00111250355510V(1)0.76(1)0.76(1)250750
1000
84
72
36
48
(F)
PlatanovryssiGreeceH INestos8401/8910/9503/9706/99953054204400.10(14)0.75(14)*0.75(13)30030050225(C)
WanyaoChinaF H I WDahexi 22310/9301/9505/9707/9783390320458V
0.20
(1)
(1)
0.70(5)0.75(13)3003006496(F)
Queiles y ValSpainFVal2501/9310/9505/9712/9882375480520V
0.33
(1)
(1)
0.80(5)0.80(1)30030080145(F)
AtanceSpainISalado3507/9604/9707/9710/97451846575V(3)0.80(3)*0.80(3)*30030057133(F)
TakisatoJapanF H I WSorachi10810/90- /9307/9706/00504453274550.06(1)0.80(1)0.80(1)2507508436(F)
KazunogawaJapanHTuchimuro1211/9208/9507/9711/99105264428622V
0.10
(1)
(1)
0.82(1)0.82(1)170100091
84
39
36
(F)
Qedusizi (formerly Mount Pleasant)South AfricaFKlip12804/9403/9508/9703/982849078156V(1)V
0.70
(1)
(1)*
0.70(1)*25025046108(S)
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)
Rio do Peixe IIBrazilHDo Peixe202/9612/9612/97- /98323002034V(1)0.80(1)*0.80(1)*300300120
90
0
0
(-) -
Santa Clara-GOBrazilW 129- /86- /95- /97- /9747  129           
Fengxiangxia
[A]
ChinaHHuilonghe8- /93- /95- /97- /9890158 7700.10 0.76 0.76      
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)
Gov. José Richa (formerly Salto Caxias)BrazilHIguaçu402/9501/9607/9812/986710839121438V(13)0.75(1)*0.75(12)3003008020(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)
HuatanChinaHYinghe801/9606/9612/9805/99851732402900.20(1)0.80(1)0.80(1)300 -
400
300 -
400
78
74
95
90
(F)
ChangshunChinaH WYujiang68- /9103/9712/9806/0069279170200V(3')0.74(3)0.80(1)3005000134
72
89
48
(F)
Wajin
[A]
ChinaH INanxi7- /94- /96- /98- /9947235 240           
Kengxiashan
[A]
ChinaHYuquanxi1- /96- /97- /98- /983480             
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)
BalambanoIndonesiaHLarona3109/9604/9806/9909/9994352528534V(2)0.80(1)*0.80(12)4204208154(F)
Yangxishui Nº3ChinaHYangxishui211/9709/9806/9907/0046202100139V(1)V
0.75
(1)
(1)*
0.70(12)300300  (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)
RosalBrazilHItabapoana1704/98- /9809/99- /00372124575 (1) (3)* (1)*3003004555(S)
SuçatiTurkeyHGüredin Creek901/9802/9910/9910/99361925560V(7)0.80(7)0.80(12)30030050100(S)
Barnard Creek Canyon Debris DamUSAFBarnard Creek 08/9911/9911/9901/00184633V()0.75()*0.75()*30030010884(F)
Hongpo
[A-G]
ChinaWQinggoushui310/9707/9811/9912/99552447177V(3')0.50(1)0.50(1)30030005499(F)
Las BlancasMexicoIÁlomo & Soso12408/9803/9912/9911/00322795221316V(8)V
0.75
(7)
(3)
0.75(1)300300100100(F)
Ponto NovoBrazilI WItapicuru-açu3905/9807/9812/9902/002626690105 (1) (3)* (1)3003007218(N)
AntacotoPeruMantaro120- /98- /98- /99- /9917             (-) -
Zanja HondaColombiaIChenche - /97- /98- /99- /0024 75         750(-) -
Guilman-AmorinBrazilHPiracicaba12- /97- /98- /99- /004149985102      3003008020(N)
Nam Leuk spillwayLaosHNam Leuk185- /98- /98- /99- /001560             
KubusugawaJapanF H I WKubusu1003/9304/98- /9910/0295253364469V
0.40
(1)
(1)
0.78(1)0.78(1)2507508436(F)
Bullard CreekUSAFBullard Creek110/9808/99- /99- /991611077V(3)v
0.75
(3)*0.75(3)*30030014844(F)
OhnagamiJapanF I WSutu1903/9304/9804/0003/0372334284362V
0.25
(1)
(1)
0.79(1)0.79(1)2507508436(F)
GaobazhouChinaF H NQingjiang53605/9711/9804/0001/0157440210940V(9)0.75(1)0.75(1)300300123
86
100
86
(F)
Trout CreekUSAI RTrout Creek108/9904/0005/0007/003138910V(1)0.80(1)*0.80(1)*3003001630(-) -
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)
OrigawaJapanF NOri1502/9311/9607/0003/04114331673742V
0.60
(1)
(1)
0.77(1)0.77(1)2507509139(F)
Karkheh (Pie Pol)IranF HKarkeh4002/9807/9907/00- /0134350130270 (12) (12)ogee(12)3003009733(-) -
ShinmiyagawaJapanIMiya1003/9407/9708/0003/0369325393480V(1)0.83(1)0.83(1)2507509139(F)
Pajarito CanyonUSAFPajarito806/0007/0008/0009/00361124848V(15)1.00(17)conduit 3003001480(-) -
Porce IIColombiaHPorce21111/9412/9609/0003/01123425130514450.10(14)0.35
0.75
(14)*0.75(13)300300132
120
88
80
(N)
Tucuruí - 2nd PhaseBrazilHTocantins4580006/9806/9909/0010/057815412881383 (3) (3)*separate 3003007030(N)
InyakaSouth AfricaWMarite12301/9606/9710/0003/0253350160327V(1)0.68(1)0.68(1)25025060120(F)
Dona FranciscaBrazilHJacuí6308/9806/9910/0012/0063670485503V(1)0.75(3)*0.75(1)*3003007218(N)
TannurJordanIWadi al Hasa1702/9912/9912/0009/0160270250250V
1.00
(3')0.80(3')*0.80(3')*3001200125
120
75
50
(N)
DagangouChinaHGeermu9780- /96- /98- /00- /0140              
Santa Cruz do ApodiBrazilF I R WApodi600- /98- /99- /00- /0158166010231120      300300800(-) -
Shankou Nº3
[A]
ChinaF HDu’anshui (Chengjiang)4809/9902/0001/0103/015717990119V(3')0.75(3')0.80(1)3303000105
63
86
80
(F)
TiúmaBrazilWTiúma6- /99- /0001/0105/0116290             
R'milTunisiaIR’mil4408/9910/0005/0111/011826064160V(15)0.90(16)0.90(12)*3003001000(-) -
Longshou Nº1
[A-G]
ChinaHHeihe1304/9903/0006/0109/0180258187210V
0.20
(1)
(1)
0.75(1)0.75(1)300300096
58
109
113
(F)
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)
SafadUAEG I 1- /0005/0106/01- /0119100910V(1)0.80(1)*0.80(12)300300900(-) -
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)
ShowkahUAEG I 1- /0008/0110/01- /012410518200.10(11)0.80(1)*0.80(12)300300900(-) -
DachaoshanChinaF HLancang89010/9712/9810/0107/021154817571287V
0.20
(3')0.70(10)*0.70(13)30030094
67
94
101
(N)
Cana BravaBrazilHTocantins230003/9902/0010/0110/0267510527833 (1) (3)*ogee(1)3003004050(S)
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(-) -
Lajeado (Luis Eduardo Magalhães)BrazilHTocantins498207/9806/0112/0112/02432100188210      3003003040(S)
YanwangbiziChinaF H I WDalinghe217- /96- /97- /01- /023538387220        64118(F)
UenoJapanHJinryu1903/97- /98- /0106/05120350269720V
0.30
(1)
(1)
0.84(1)0.84(1)200100077
70
33
30
(F)
UmariBrazilF I R Wdo Carmo293- /98- /99- /01- /01422308655660 (12)    300300700(-) -
FunilBrazilHRio Grande285- /97- /99- /0112/0250              
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)
XiaoxiheChinaH IXiaoxihe5- /99- /00- /01- /02621034766          (F)
Shuangkengkou
[A]
ChinaHXiaoxihe12- /99- /00- /01- /0268              
Peñas BlancasCosta RicaHPeñas Blancas204/0007/0101/0207/0248211120170V(1)0.80(1)*0.80(12)3003009035(N)
HelongChinaH R WHailanhe3011/9808/9901/0212/02302444389V(1)0.75(10)ogee(10)*3002000113113(F)
Mae SuaiThailandIMae Suai7311/9910/0001/0207/02593403003500.15(15)0.80(1)*0.80(1)*3003007080 to  100(F)
Hunting RunUSAWHunting Run205/0002/0101/0208/0236720115128V(8) (17) (17)3003007437(F)
La CañadaBoliviaIComarapa1008/0008/0102/0206/02521547277V(3')0.22
0.75
(3')
(3')*
0.75(3')*305305140100(N)
WalaJordanGWala901/9910/0004/0204/03523002402600.30(1)0.70(1)*0.70(1)*300300120
100
0
0
(-) -
Shapai
[A]
ChinaHCaopohe1806/9703/0005/0204/03132230380392V
0.10
(3')0.21(3)crest
0.21
(1)300300108
89
72
89
(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)
Miel IColombiaHLa Miel56512/9704/0007/0210/0218834516691730V(4')0.75
1.00
(3')0.75
1.00
(12)30030085 to  1600(-) -
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)
Yangxishui Nº1ChinaH IYangxishui10012/0010/0111/0206/0382244241340V(1)V
0.75
(1)
(1)*
0.70(12)300300  (F)
CarnaúbaBrazilI WQuixeré26- /0102/0211/02- /0319700        3003001000(-) -
KoyamaJapanF I WOhkita1711/9405/0012/0203/0565462270531V(1)0.78(1)0.78(1)2507508436(S)
ItiquiraBrazilHItiquira - /00- /00- /02- /0215 22            
Nankengyuan
[A]
ChinaHXiaoxihe1- /98- /00- /02- /0334114             
Rio São BentoBrazilHRio São Bento58- /99- /00- /02- /0349461  V 0.80 0.80      
HengxiChinaYangxi100- /99- /00- /02- /0382              
Ribeirão Riacho Pasto VelhoBrazilI WPasto Velho11- /00- /01- /02- /0327            0 
GuaporéBrazilHGuaporé18- /00- /01- /02- /0332152 43           
XiaoyangxiChinaWXiaoyangxi15- /00- /01- /02- /0345118 49           
JauruBrazilHJauru20- /00- /01- /02- /0351              
Junxi II
[A]
ChinaHJunxi5- /00- /01- /02- /0369192             
MujibJordanI WMujib3501/9901/0102/0311/03674906546940.10(2)0.80(1)*0.80(1)*300300850(-) -
WanmipoChinaH NYoushui37808/0111/0205/0305/0465238141376V(3')0.75(12)ogee(12)300300086
68
103
83
(F)
Ahl Souss (Ait M’Zal)MoroccoI WIzig511/0101/0305/0301/044922250270.20(1)0.80(1)*0.85(12)30030080
100
0
0
(-) -
Linhekou
[A]
ChinaH ILinhe147- /9912/0106/03- /04100311229293curve(3')curve(3')ogee(1)300300074
66
111
111
(F)
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)
El EsparragalSpainEViar5- /0205/0308/0303/042138362890.30(3')*0.90(3')*0.90(3')*30030068157(F)
RalcoChileHBio-Bio120008/9901/0209/0304/0415536015961640V(3')0.80(3')0.80(12)300300133
95  116
57
50  41
(N)
TizidongChinaHApeng2508/0110/0210/0311/035619372161 (12) (12) (12)    (F)
Huilong PSS - Upper damChinaH 106/0111/0211/03- /05542087376V(3')0.75(3')none 300300  (F)
BureyaRussiaF HBureya2100001/7601/85- /03- /091398107093538V(1)0.70(1)0.70(1)300 -
500
300 -
500
95 to  11025 to  30(N)
Maobaguan
[A]
ChinaHRenhe2- /00- /02- /03- /046612081106           
Shanggou
[A]
ChinaWYangshui1- /01- /02- /03- /0439176             
WangkengChinaHTangkouxi15- /01- /02- /03- /04561593840          (F)
Liubo
[A]
ChinaF HXipihe51- /02- /03- /03- /0470258130168          (F)
Rompepicos en Corral des PalmasMexicoFSanta Catarina100- /0203/03- /03- /04109250380400V(8)V
0.85
(5)
(17)
0.85(12)3003006535(F)
Ghatghar (Upper dam)IndiaHPravara612/0105/0301/0406/04155033540V(3')0.78(3')*0.78(3')*30030088132(F)
ZhouningChinaHMuyangxi47- /0204/0303/0406/0473206159199V(3')0.72(3')0.70(12)30030067
50
100
92
(F)
Hassan II (formerly Sidi Said)MoroccoF I WMoulouya40002/0103/0304/0403/05115577590690V(5)0.80(1)*0.80(1)*30030065
80
15
20
(N)
Huilong PSS - Lower damChinaH 206/01- /0206/04- /055417588105V(3')0.75(3')*0.75(12)300300  (F)
Khun Dan Prakan Chon (formerly Tha Dan)ThailandINakhon Nayok22411/9903/0107/0401/0595260049005400V
0.40
(14)0.80(14)*0.80(14)*30030090100(F)
PedrógãoPortugalF H IGuadiana10608/0202/0408/04- /0543448172392V(3')0.80(3')*0.80(12)*30030055165(F)
Tamesna (formerly Boukerkour)MoroccoF I WZamrine5605/0304/0409/0405/05662201902150.20(5)0.80(1)*0.80(1)*3003001000(N)
TongkouChinaHTongkouhe3610/98- /02- /04- /0472198300352V(1)1.10(1)ogee(1)300300  (F)
PingbanChinaHNanpan27812/01- /02- /0407/0562396150700V(3')0.70(3')ogee(12)300300  (F)
Xuanmiaoguan
[A]
China 41- /00- /02- /04- /0566191 66           
Monte ClaroBrazilHDas Antas2304/02- /03- /0412/04251803566        75  
João LeiteBrazilWJoão Leite12903/0101/03- /04- /0455380270290      3003008020(N)
Sanjiang
[A]
ChinaSanjainghe7- /02- /03- /04- /0472138 38           
Changtan
[A]
ChinaHTuwushui17- /03- /03- /04- /0453124 29           
Nam Mang 3LaosHNam Gnong49- /02- /03- /0401/0528151             
Risoleta Neves (formerly Candonga)BrazilHDoce5405/01- /03- /0405/0553311236248      3003004050(S)
YujiankouChinaHLonghe908/01- /03- /04- /0550156118147V(3')0.70(3')0.85(1)    (F)
LetanChinaH I NXijiang950- /02- /03- /04- /056658650210           
Yujianhe
[A]
ChinaF I WWu11- /02- /03- /04- /05811801051100.10 0.76 0.76      
Xiakou
[A]
ChinaHJuhe99- /02- /03- /04- /0585192 131           
QinglianxiChinaHMeixi20- /00- /02- /04- /0696178             
PindobaçuBrazilI WItapicuru-aço17- /01- /03- /04- /05451917585      3003005614(N)
Bandeira de MeloBrazilI WParaguaçu112- /0209/03- /04- /05193207585 (1) (1)* (1)*3003005614(N)
Santa Clara - Jordão-PRBrazilHJordåo43111/0212/03- /0401/0567543530606 (1) (1) (1)*3003004050(S)
Big CherryUSAWSouth Fork, Powell River204/0409/0401/0507/05261131112      3003008282(F)
Saluda dam remediationUSAHSaluda197008/0207/0304/0507/0565243910041410 (5) (5)  3003008989(F)
AmataMexicoISan Lorenzo1411/0311/0404/0506/05302184260V
1.00
(8)1.00(3)*1.00(12)3003001200(-) -
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)
XiheChinaF H NHanjiang22911/0302/0405/0506/0763346194631          (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)
Paradise (formerly Burnett River)AustraliaF IBurnett30011/0306/0409/0511/0550940400400V(8)0.64(3)*0.64(1)*310310630(-) -
ChalilloBelizeHMacal12007/0303/0410/0512/06684251802100.20(1)0.75(3')*0.75(12)30036001050(N)
Barra GrandeBrazilHPelotas50000- /01- /02- /05- /06856651            
ChangzhouChinaHXunjiang56- /93- /02- /05- /0756              
PicadaBrazilH 7- /02- /03- /05- /0632              
Xiaqiao
[A]
ChinaHLong49- /02- /03- /05- /0668167172226           
Huizhou PSS - Lower damChinaHCaitouhe30- /02- /03- /05- /1161420235242           
Tangkeng
[A]
ChinaHGuxi12- /03- /04- /05- /0566    (12) (12) (12)     
Cachoeira GrandeBrazilHJaqueira5- /04- /04- /05- /051620715            
Peixe AngicalBrazilHTocantins304/02- /04- /0509/0639400500582      300300700(-) -
São BernardoBrazilH 2- /03- /04- /05- /0620120             
Poço do MagroBrazilWPoço do Magro32- /03- /04- /05- /06295405868        6416(N)
Artur Tavares de MeloBrazilIItambé21- /03- /04- /05- /063030650       300300800(-) -
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)
Ghatghar (Lower dam)IndiaHShahi Nallah312/0112/0405/0603/07864476386460.141(3')0.782(3')*0.782(3')*30030075150(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)
Dahuashui
[A]
ChinaHQingshui27601/0404/0511/06- /07135198550670curve(3')curve(3') (1)300300081
94
81
94
(F)
Niuqiao
[A]
ChinaHQingtonghe26- /03- /0512/06- /0762201 710           
PleikrongVietnamHPo Ko104811/0502/0512/06- /0765495326450V(1)0.80(1)0.80(1)30030080210(N)
El GuapoVenezuelaF I WEl Guapo14108/0504/0612/0608/07501383203420.60(1)0.85(17)1.80(1)300300750(-) -
WujiangChinaWujlang1465- /01- /03- /06- /08117              
Qilitang
[A]
ChinaLiuchi71- /03- /04- /06- /0781              
XinjiangshankouChinaHKaidu - /97- /04- /06- /0871              
Flor do SertãoBrazilW  05/05- /05- /0610/0619245             
BaishaChinaF HWanshou199- /04- /05- /06- /0675172211239           
EsmeraldaBrazilH 1- /05- /05- /06- /0619 1527        6416(N)
LeidatanChinaHYingtaoyuangou9403/03- /05- /0606/0784202240340V(3')0.70(3')0.70(1)     
El SauzMexicoW  - /04- /05- /06- /0730              
MosquitãoBrazilH 19- /04- /05- /06- /07322365776           
FundãoBrazilHJordao34- /04- /05- /06- /0743445200220      3003006416(N)
XiaoxiChinaHLongkouxi168- /04- /05- /06- /0747268             
ZhoubaChinaF HMabianhe204- /04- /05- /06- /0773163229405V(1)0.70(1)0.78(1)300300110
66
73
66
(F)
Shaba
[A]
ChinaHHongdu99- /04- /05- /06- /07871486790           
Wuchuanshaba
[A]
ChinaHWujlang9940- /04- /05- /06- /0787              
DaxiaChinaH IQuan20- /04- /05- /06- /0788160 205           
ZaoshiChinaF H N WDieshui1439- /04- /05- /06- /0788351450930V
0.25
(3')0.80(3')0.75(1)300300053
83
99
102
(F)
JupuduChinaHLixian (Black)17411/04- /05- /06- /0795320480800V
0.20
(3)0.80(3)0.80(3)     
KhasooyehIranITang Charkhi15- /03- /05- /06- /08191602228           
TukaiheChinaH Lixian7804/0412/05- /06- /0759300255570V(3') (3') (3')300300065
93
110
113
(S)
Longqiao
[A]
ChinaH RYu2612/0503/0602/0705/0795156135160curve(3')curve(3) (3)     
PinalitoDominican RepublicHTireo409/0411/0503/07- /085221073100V(1)0.80(1)*0.80(12)300300988(N)
Nakai, part of Nam Theun 2 HPPLaosHNam Theun353004/0402/0603/0710/0939436155200 (1) (10) (12)300300100100(F)
Akköy ITurkeyHHarsit307/0510/0604/0709/0838144871010.10(1)0.80(1)0.80(12)300300100100(N)
Huizhou PSS - Upper damChinaHXiaojinhe3010/0412/0505/07- /11561688493V(1)0.75(1)0.70(1)30030064125(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(-) -
North ParaAustraliaFNorth Para111/0606/0709/07- /07332065050V(3') (3')* (3')*30030060160(F)
A VuongVietnamHVugia Thubon 34008/0301/0610/0711/0883240260350V(1)0.80(1)1.00(1)30030090150(N)
Dinh BinhVietnamF H I WKon22605/0208/0512/0712/0855571183430V(11)0.75(3')ogee(12)30090070
126
175
141
(F)
FengmanChinaHSonghuajian10377- /00- /03- /07- /10951068 2700           
HongkouChinaH WHuotong449- /03- /05- /07- /08130341681830           
Serra PretaBrazilW 5- /05- /05- /07- /08341544451V 0.80 0.80   8020(N)
ShitiChinaHYoushui163- /05- /06- /07- /0754214 260           
Luojiaohe
[A]
ChinaHBaibu46- /05- /06- /07- /0781250 110           
Castro AlvesBrazilHDas Antas127- /05- /06- /0702/0848350240322V 1.30 1.30   6015(N)
Quatorze (XIV) de JulhoBrazilHDas Antas55- /05- /06- /0710/083728175212V 1.30 1.30   7515(N)
Duas SerrasBrazilFDuas Serras2- /05- /06- /07- /08191136       300300   
Baxiang Nº3ChinaHBaxianghe8- /05- /06- /07- /08442076383           
TiechengChinaHDatong1- /05- /06- /07- /0844143             
ShihuChinaF I WLituohe58- /05- /06- /07- /0856193162354           
YumenChinaF H NLuohe28- /05- /06- /07- /0862244133234           
YoushuiChinaHYoushui152- /05- /06- /07- /0863194             
Qilinguan
[A]
ChinaHNanhe14- /05- /06- /07- /08771404555           
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)
CotiporãBrazilHCarreiro - /07- /07- /07- /07161962141           
Plano AltoBrazilH 1- /06- /07- /0702/08381734278V 0.75 0.75   7219(N)
JararacaBrazilHdas Antas8- /06- /07- /0704/08251213161        7218(N)
NanshaChinaHHonghe21202/06- /07- /0707/0885              
Lur BerriaFranceFNivelle4- /06- /07- /07- /0822168 190           
Linha EmiliaBrazilHCarreiro12- /06- /07- /07- /08302053554           
IlhaBrazilHDa Prata - /06- /07- /07- /0841 4676        8020(N)
SilinChinaF H I NWujiang159311/0511/0603/08- /091173108251100V(1)0.70(1)0.70(1)  66
89
100
109
(F)
Weihou
[A]
ChinaHTuoniangiang13303/05- /0604/08- /0982              
GuangzhaoChinaHBeipan324510/0402/0605/08- /092014122420280V
0.25
(9)0.75(1)0.75(1)30030061
71
91
87
(F)
Sidi Yahya (formerly Ain Kwachia)MoroccoI WKhellata1101/0705/0707/0811/083021360780.20(5)0.80(1)*0.80(1)*3003001050(-) -
GelantanChinaHLixian40901/0309/0608/08- /091134669031200V
0.20
(3')0.75(3')0.75(1)  77
93
77
93
(S)
La Breña IISpainIGuadiato82306/0502/0710/0812/08119685144116000.05
0.30
(3')
(3')
0.75(3')*0.75(3')*30030069115 &
46
(F)
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)
Mangla Emergency Spillway Control WeirPakistanH IJhelum650008/0412/0711/0801/09173705479V
0.30
(3')
(3')*
V
0.70
(3')
(3')*
0.70(3')*30030060120(S)
YeywaMyanmarHMyitnge260010/0102/0612/0812/1013768024732843V(3')0.80(3')*0.80(12)30030075145(N)
Jing HongChinaF H RLancang1139- /04- /05- /08- /091087058483068V(3)0.80(3) (1)300 64
93
93
93
(S)
Se San 4VietnamHPoko5412/0403/05- /08- /09748347531300V(1)0.80(1)0.80(1)30030080160(N)
Santa LauraBrazilHChapecozinho19- /06- /06- /08- /0827 2442           
Santa Rosa IIBrazilHGrande7- /06- /06- /08- /0831              
ChibkaMoroccoIChbika2- /04- /06- /08- /0924              
El HandakMoroccoIEl Handak1- /05- /06- /08- /0927              
PengshuiChinaH IChangxi1465- /05- /06- /08- /091173266081330V(3')0.70(3')0.70(1)  64
81
96
121
(F)
LiujiadongChinaHGui26- /06- /07- /08- /0861166 127           
MaojiaheChinaHBeipan13- /06- /07- /08- /08751166             
Huanghuazhai
[A]
ChinaHGetu174807/06- /07- /08- /08110253280292        5296(F)
CachoeirãoBrazilHManhuaçu - /07- /07- /08- /082390             
São SimãoBrazilHItapemirim11- /06- /07- /0802/095618792115           
Angelina (formerly Portobello - Corredeira do Encano)BrazilHTijucas - /07- /07- /0803/0945178             
Engenheiro Henrique KotzianBrazilHIvaí9- /06- /07- /0804/09341075876           
Pedra do GarrafãoBrazilHItabapoana - /07- /07- /0805/0915110             
GoiandiraBrazilHVerissimo7608/07- /07- /0805/0944341  V 0.75 0.75      
Sidi el MahjoubMoroccoIfrane1- /06- /07- /08- /0922 1518V(5)1.00(1)*1.00(1)*     
Binh DienVietnamHHuu Trach424- /06- /07- /08- /0955571189423      30030070105(F)
ShuheChinaHHanjiang176- /06- /07- /08- /0972              
Qingxi
[A]
ChinaHFurong98- /06- /07- /08- /0982166 154           
NonglingChinaHLong233- /06- /07- /08- /0991280 486           
ShankouChinaHTakasi12104/06- /07- /08- /0950496             
Rodeio BonitoBrazilHIrani9- /06- /07- /0801/1032223 59V 0.85 0.85      
PicachosMexicoI WPresidio32202/0709/07- /08- /098525685 V
0.15
(12)
(12)
0.85(12)0.85(12)30030005045(S)
Engenheiro Ernesto Jorge DreherBrazilHIvaí4- /07- /08- /0804/09232202935        6817(N)
Las TruchasMexicoHLa Lobor o Las Truchas - /07- /08- /08- /093523024       300300   
Wadi DayqahOmanWWadi Dayqah10008/0601/0804/0911/0975410590650V(3')0.75(3')*0.75(3')*3001200126
112
54
48
(M)
Yunlonghe Nº3
[A]
ChinaHYunlong4403/0604/0704/09- /11139119182207curve(3')curve(3') (3')     
CapillucasPeruHCanete501/0710/0804/0910/09346075750.375(3')0.75(3')*  3003006590(N)
Bear CreekUSAF WBear Creek4701/0810/0805/0906/09272926069V(1)0.80(1)*  3003007777(F)
El Malleh AmontMoroccoFEl Malleh3501/0709/0706/0910/09491741001400.20(5)0.60(5)0.60(5)3003001200(-) -
KasegawaJapanF H I WKase7102/0510/0706/0903/1299456830948V
0.60
(1)
(1)
0.75(1)0.75(1)25010008436(F)
Yunkou
[A]
ChinaHWuni3506/0704/0806/09- /12119152200205           
VacaBelizeHMarcal1202/0702/0810/0912/11702252002200.20(1)0.75(3')*0.75(12)30030009431(F)
Deep Creek Nº5DUSAF WDeep Creek1512/0804/0912/0907/10222263945V(3')0.80(3')*0.80(1)*3003008989(F)
Salto-RSBrazilH  - /07- /07- /09- /0942              
WuduChinaF H I WFu57210/04- /07- /09- /1012063111511580V(3')0.75(3')0.80(3')    (F)
CristalandiaBrazilWde Contas13- /05- /07- /09- /10183376168           
São PedroBrazilHJacu Braço Norte2- /06- /07- /09- /10301402235           
Sông Côn 2VietnamHSong Con30- /06- /07- /09- /1058260             
Tianhuaban
[A]
ChinaHNiulan6612/06- /07- /09- /10113160182360curve(3')curve(3')ogee(3)     
BaishiyaChinaH I WXijiang26- /04- /07- /09- /1274190230240  0.75        
CriúvaBrazilHLajeado Grange7- /08- /08- /0912/09252468095        7218(N)
Chonghu’erChinaHBuerjin8010/06- /08- /09- /0971545 480           
XiaotianlongChinaWTuochang1- /07- /08- /09- /0958168 125           
Areia BrancaBrazilHManhuaçu - /08- /08- /09- /0928257             
PalanquinhoBrazilHLajeado Grande6- /07- /08- /0901/103213789103        7218(N)
Mulungu do MorroBrazilI WTijuco2- /07- /08- /0903/101615613            
Poço MarruaBrazilI WParnaiba293- /07- /08- /09- /1048870293306           
Barra do CoqueirosBrazilH WClaro108/07- /08- /0907/10601670172282           
Serra do FacãoBrazilHSao Marcos519902/07- /08- /0910/1092326610742      3003007218(N)
Maduhe
[A]
ChinaHSiyang33- /06- /08- /09- /10100185             
São JoséBrazilHCarreiro - /07- /08- /09- /1030              
Passo do MeioBrazilHdas Antas27- /07- /08- /09- /1031110             
CaçuBrazilHClaro - /07- /08- /09- /1040              
Yangjiayuan
[A]
ChinaH WTongzhi78- /07- /08- /09- /1068153             
Santa Clara Almorés-MGBrazilHMucuri151- /07- /08- /09- /1072242520600      300300 0 
Sehb el MergaMoroccoF I WSehb el Merga706/07- /08- /09- /10374808595V(5)0.80(1)*0.80(1)*3003006525(N)
GeliqiaoChinaHQingshui7701/0704/08- /09- /10124104 500           
ArvoredoBrazilHIrani12- /08- /09- /0904/10392505381V 0.75 0.75   8020(N)
Feke IITurkeyHGöksu6312/0712/0802/1008/10702561942270.07(6)0.80(3')*separate 30030060
60
60
50
(F)
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)
PirrisCosta RicaHPirris3612/0603/0906/1007/111132586957550.33(3')*0.50(3')*0.50(12)30030088132(N)
BraamhoekSouth AfricaHBraamhoekspruit2704/0806/0906/1002/11373309098V(3')0.67(3')*0.67(3')*30012007095(F)
ZirdanIranI WKajoo20711/0208/0708/1011/1065350265437 (5) (3)  3003009842(N)
Son LaVietnamF HSong Da (Black river)926004/0401/0808/1012/1213896226774800V(3')0.73(3')*separate 30030060160(F)
ŞirnakTurkeyHOrtasui18- /0811/0908/1009/10671981572310.10(1)0.80(1)0.80(12)3006001250(-) -
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)       
Ban VeVietnamHCa150008/0402/0710/1012/1113648015201750v
0.30
(3')0.85(3')*0.80(12)30030080120(N)
WyaralongAustraliaWTeviot Brook109/0904/1012/1006/1148464173  (1) (1) (1)3003008585(F)
Dong Nai 3VietnamF HDong Nai169012/0405/0812/1010/1110859411381235V(1)0.75(1)*0.75(1)300300750(-) -
Nuoc TrongVietnamH ITra Kluc29010/0707/0912/1005/1169518446600V(3')    300300125
80
218
230
(N)
WuyiChinaDina99- /05- /07- /10- /12103              
YongdingqiaoChinaLiushahe17- /05- /07- /10- /12123              
Jin’anqiaoChinaH N RJinsha91312/0305/07- /10- /1116064024004430V(3)0.75(3)0.75(1)  72
96
108
117
(F)
GasparinoBrazilW  - /07- /08- /1010/10281000 130           
Rondon IIBrazilH 478- /07- /08- /10- /1119              
ImboulouRepublic of CongoHLéfini58409/03- /08- /1005/1133310             
Shaizhu
[A]
ChinaHXima3- /06- /08- /10- /1172160 100           
QianchangChinaPudu22- /07- /08- /10- /1181148             
Tiechuanqiao
[A]
ChinaYupaojiang25- /07- /08- /10- /1195              
ShidiChina  - /06- /08- /10- /1230              
Sanliping
[A]
ChinaF HNanhe499- /0705/08- /10- /11133285 390 (1) (1) (1)     
FigueirópolisBrazilHJauru35- /08- /09- /1012/1016170  V 0.43 0.75      
PipocaBrazilHSanto Antonio8- /08- /09- /10- /1126              
LonghuakouChinaLonghua30- /08- /09- /10- /1063353 414           
IbiramaBrazilH 1- /09- /09- /10- /1015145             
Ninho da ÁguiaBrazilHSanto Antônio1- /09- /09- /10- /101594 14V 0.75 0.75      
CajuBrazilHRio Grande10- /09- /09- /1003/11382206682           
Naen
[A]
ChinaHBaidu22- /06- /09- /10- /1175217             
Saizhu
[A]
ChinaHXima304/06- /09- /10- /1172160107115curve(3')curve(3') (3)     
ManghekouChinaBaimang11- /07- /09- /10- /1175215 249           
Luoboba
[A]
ChinaF H RLengshui87- /07- /09- /10- /111141922121          (F)
LavrinhaBrazilHParaiba do Sul 12/07- /09- /10- /1128 85            
Ingazeira (formerly San Antonio)BrazilWPajeú49- /08- /09- /10- /11265666492           
São Gonçalo (formerly Santa Bárbara)BrazilHSanta Bárbara6- /08- /09- /10- /11281541426V 0.75 0.75   6817(N)
SfeissifMoroccoSafsaf20- /08- /09- /10- /1129   V(5)0.85(1)*0.85(1)*3003001200(-) -
LechangxiaChinaH I NBei374- /08- /09- /10- /1185256             
Francisco J. Múgica (formerly Nueva Italia)MexicoIEl Marqués10003/08- /09- /10- /1190375367451V
0.30
 1.00 1.00 300300650(-) -
Corrente GrandeBrazilHCorrente Grande12- /10- /10- /10- /1020110  V 0.75 0.75      
Marco BalboBrazilH  - /10- /10- /10- /1030 4273           
Ait Moulay AhmedMoroccoI WAin Leuh210/09- /1001/1110/11291361820V(5)0.75(1)*0.75(1)*3003007030(N)
El Puente de SantoleaSpainIGuadalope18- /0904/1002/1103/113520365700.20(3')*0.60(3')*0.60(3')*30030065153(F)
Las TunasArgentinaF I WLas Tunas10102/0909/1002/1112/11332593056V(1)    2004008525(N)
Gomal Zam
[A-G]
PakistanF H IGomal142407/0212/0803/1109/11133231390474V 0.60 0.60 3003000 to
4000
9191(F)
Changuinola 1
[A-G]
PanamaHChanguinola34704/0712/0904/1110/11105595884910V(3')0.50
0.70
(3')*
(3')*
0.50(12)30030070
65
145
150
(F)
Gov. Jayme Canet Junior (formerly Antiga Mauá)BrazilHTibagi2- /0901/1005/11- /1285745633753V(2)0.80(10)  30024006015(N)
YunishigawaJapanF I WYunishi7508/0809/0905/1109/121193209671053V
0.60
(1)0.78(1)0.78(1)25010009139(F)
Dong Nai 4VietnamHDong Nai33712/0403/0906/11- /1212848113051370V(1)0.80(1)0.80(1)30030085115(N)
El RealitoMexicoSanta Maria57- /0807/0906/11- /1185270420 V(1)0.85 0.85 30030033 to  6627 to  54(S)
GüllübagTurkeyHÇoruh2105/0902/1106/1102/127297160175V(1)0.50
0.70
(1)
(1)
0.70(12)3003007070(F)
Dak Mi 4VietnamHVu Gia31304/0701/0808/1104/1290472720800V(3')0.48
0.80
(3')*
(3')*
0.80(1)30030095125(N)
Song Tranh 2VietnamHSong Tranh73303/0504/0808/1112/129664010321315V(3')0.80(1)0.75(1)30030070110(N)
Yubari SyuparoJapanF H I WYubari42711/0310/0909/1103/15111390584940V
0.80
(1)
(1)
0.82(1)0.82(1)250750 &
1000
9139(F)
Thornton Gap (Tollway)USAF-102/1006/1109/1111/1135692525V(3') (3')* (3')*3003004879(F)
MengeTurkeyHGöksu5105/0908/1010/1112/11683043493840.25(1)0.80(3')0.80(12)3003008040(F)
Nam Gnouang (Theun Hinboun Expansion)LaosHNam Gnouang245010/0803/1012/11- /1265480383 V(1)0.80(1)1.00(12)30030090100(F)
ShiyaziChinaHHongjiadu321- /0704/0812/1112/11135              
GongguoqiaoChinaHLancang316- /08- /09- /1103/12105356 1067           
Boa SorteBrazilHTijucas18- /07- /09- /11- /1226              
Huhehaote (Hohhot) PSS - Upstream lower damChinaHHalasxinegou7- /07- /09- /11- /1269242185330           
KamchayCambodiaHKamchay718- /07- /09- /11- /121125681100 V
0.30
 0.75        
Sanglang
[A]
ChinaSanglang15- /08- /09- /11- /1290              
Qinglong
[A]
ChinaHMaweigou2912/08- /09- /11- /12140116 212           
A LuoiVietnamHA Sap 06/0704/09- /11- /1250208138            
SefaköyTurkeyHAras21- /08- /10- /1110/1155148120  (1) (1)       
Anta (with Simplicio)BrazilHParaiba do Sul114- /09- /10- /1112/11302704455           
MoínhoBrazilHBernado Jose1- /09- /10- /11- /1122 925        6817(N)
NabiChinaHXiyang57- /09- /10- /11- /1169247 289           
LianhuataiChinaHDan9502/09- /10- /11- /1170221 221           
AutódromoBrazilHCarreiro4- /10- /10- /11- /11232002147        6717(N)
Boa FéBrazilHCarrero - /10- /10- /11- /11261983258           
LusixiChinaWLusixi33- /09- /10- /11- /1239140             
SilopiTurkeyH WHezil2908/08- /10- /1102/12893567187520.10(7)0.70(3')*0.70(1)3003008139(-) -
Santo AntonioBrazilHRio Grande17- /09- /10- /1102/124428581105           
Dr Victor Baptista Adami (formerly Passos Maia)BrazilHChapecó14- /09- /10- /1109/1234 66         7218(N)
Linxihe
[A]
ChinaHLoushui52- /08- /10- /11- /1274146             
MadushanChinaH N WHonghe552- /08- /09- /11- /12108353 987           
A’haiChinaH IJinsha885- /08- /10- /11- /12138482 2707           
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(-) -
São Sebastião do AltoBrazilHRio Grande44- /09- /10- /11- /12402005175           
BalkusanTurkeyHBalkusan15- /09- /10- /11- /12481896076V(1)0.75(1)*0.75(12)30012007550 
QingyanggouChinaHSule - /09- /10- /11- /1264147             
DengkeChinaHLongchuan53- /09- /10- /11- /1276239             
Wanjiakouzi
[A]
ChinaHGexiang279- /09- /10- /11- /121684137601020        66100(F)
RizzaneseFranceH IRizzanese1- /0904/1102/12- /12411406472V
1.00
(6)
(10)
V
0.80
 0.80 300300800(-) -
Middle VaitarnaIndiaWVaitarna20210/0805/1004/12- /12102565120215000.15(3')0.75(3')*0.75(12)30030075145(F)
KöprüTurkeyHGöksu9807/0912/1004/12- /131094139751050V
0.60
(1)
(1)
0.80(1)0.80(12)3003008545(F)
Dong Nai 2VietnamHDong Nai28104/0912/1005/1203/13804297861025      30030080
90
120
110
(N)
Portugues
[A-G]
USAFPortugues2004/0801/1105/1212/1367375270310V(3')0.35(3')*0.35(1)30030011451(F)
BuiGhanaH IBui1257010/0702/0905/1211/14108493830900V(3')0.75(3')0.75(12)300300045
61
85
91
(F)
GökkayaTurkeyHGöksu1802/1007/1005/1207/1269118961220.067(1)0.80(1)0.80(11)3003005555(F)
Dry Comal CreekUSAFDry Comal Creek410/1103/1208/1212/12264576267V()0.80()*0.80()30030060100(C)
Ban ChatVietnamHNam Mu213801/0608/0908/1212/1313042516002V(3')0.80(3')*separate 30030060160(F)
San Vicente Dam RaiseUSAWSan Diego29906/0908/1109/1209/14103474459465V(4')0.78(3')*0.78(3')*30030086127(F)
DevecikonagiTurkeyH IEmet605/1003/1109/1201/13393131802100.10(2)0.75(1)0.80(12)3003008040(F)
Akköy II (Aladereçam)TurkeyHKaraovacik14- /0705/1109/12- /1360260226306V(1)0.80(1)0.80(12)3003008585(N)
Enlarged CotterAustraliaWCotter7810/0908/1112/1208/1387350369400V(3')0.75(3')0.75(3')*300
400
300
400
75120(F)
Nam Ngum 5
[A]
LaosHNam Ting31410/0811/1112/1212/12101235298421           
Dak DrinhVietnamHDak Drinh24901/0909/1112/1212/13100466788  (3') (3')* (12)30030080115(N)
LongkaikouChinaF H N R WJinsha55808/0709/08- /12- /1311976828403853V(3)0.75(3)  300300096
60
96
90
(F)
Shankouyan
[A]
ChinaHYuanhe10511/07- /09- /12- /1399268 272           
OuroBrazilH  - /10- /10- /12- /1216              
Grand PoubaraGabonHOgooué 11/08- /10- /1208/1337300          105
96
70
64
(F)
ShatuoChinaF H NWu91005/06- /10- /12- /1310163115101980V
0.15
(3')0.75(3')0.75(3)3003000   
Dayuhyan
[A]
ChinaMasha61- /09- /10- /12- /1381              
MilanheChinaMilanhe41- /09- /10- /12- /1383              
GuandiChinaHYalong760- /09- /10- /12- /1316851629703020V
0.30
   0.70   7288(F)
XunyangChinaHanjiang - /08- /10- /12- /1458              
TongzilinChinaHYalongjiang1- /08- /10- /12- /1471              
MarrecasBrazilWMarrecas3303/10- /11- /1212/1235430             
ZhongqiaoChinaRen99- /10- /11- /12- /1260              
Nankangheerji
[A]
ChinaHNankang31- /10- /11- /12- /1268179             
Água LimpaBrazilHPalmeiras10- /11- /11- /12- /12386542            
RetiroBrazilSapucai18- /10- /11- /1207/1315482             
GaribaldiBrazilHCerro Negro296- /10- /11- /1209/1342517264382           
ÇetintepeTurkeyHRobozik4409/08- /11- /12- /133917360640.10(1)0.80(1)*0.80(12)30012007763(N)
TuokouChinaHYuan1384- /09- /11- /12- /1382649             
MamoeiroBrazilW 21- /10- /11- /12- /1315              
Ivan Botelho I (fomerly Ponte)BrazilHPomba17- /10- /11- /12- /1332              
Huong DienVietnamHBo821- /10- /11- /12- /1383 260400        90100(N)
PezziBrazilHdas Antas24- /11- /12- /12- /1342 4480        7619(N)
Serra dos Cavalinhos IIBrazilHdas Antas24- /11- /12- /12- /13421233380        7218(N)
Spring GroveSouth AfricaWMooi14003/1106/1205/1305/143930096114 (3') (3')  30030050110(F)
MurumMalaysiaHMurum1204310/0805/1007/13- /1514644015201660V
0.20
(3')
(3')
0.70
0.80
(3)0.70
0.80
 300300088
65
88
72
(F)
De HoopSouth AfricaWSteelpoort34707/0707/0911/1303/148510157691012V(3') (3')* (3')*300120062145(F)
Upper Paung LaungMyanmarHPaung Laung130001/0601/1112/13- /141035309361100V(3')0.80(3')*0.80(12)30030090140(N)
KalashukeChinaF H WE’erqisi2419- /07- /10- /13- /14122148925202890  0.75 0.75 3003000  (F)
Mamaya Nº1ChinaHBeipan137- /08- /10- /13- /14109250 591           
Luntan
[A]
ChinaHYangcunshui18012/08- /10- /13- /1490218             
WacunChinaYou536- /08- /10- /13- /15105365             
Rastro de AutoBrazilHForqueta - /11- /11- /13- /1323190             
Lizhou
[A]
ChinaH WMuli190- /09- /11- /13- /14132211             
ChuanjiangChinaChuanjiang98- /10- /11- /13- /1483              
ZhaiziheChinaHouhe119- /10- /11- /13- /1493              
Shannipo
[A]
ChinaHBeipan85- /09- /11- /13- /15119205199267curve(3')curve(3)ogee(3)     
João BorgesBrazilHCaneiras - /12- /12- /1311/1324273             
Los PanalesMexicoWTecolotán10001/11- /12- /13- /13784404965610.20
V
(5)0.80(3)0.80(3)3003001100(N)
ShaqianChinaF HFurong5710/11- /12- /13- /1359              
Barra do Rio ChapéuBrazilH WBraço do Norte21- /12- /12- /13- /1321              
TamelastMorocco 1- /11- /12- /13- /1419 27 V(5)1.00(1)*1.00(1)*     
ShuangfengsiChinaHLuanhe137- /11- /12- /13- /1450535 550           
Lower Russei ChrumCambodiaHRussei Chrum62- /11- /12- /13- /1459325170            
FuzikouChinaF HLijiang18811/11- /12- /13- /1477239 304           
Huhehaote (Hohhot) PSS - Downstream lower damChinaHHalasxinegou7- /12- /12- /13- /1458308205717           
Bajo FríoPanamaHChiriqui Viejo - /12- /13- /13- /145640687272           
NarasTurkeyF IManavgat104- /1012/1201/1405/14784486206770.15(1)0.80(1)*0.80(12)30030011090(N)
AslandagTurkeyH I WBembo1109/0811/1102/1411/14692101622020.10(1)0.80(1)*0.80(12)300120010080(N)
Song Bung 4VietnamHVu Gia511- /1006/1204/1410/14114345852963V
0.40
 0.80   30030080
60
120
140
(N) &
(F)
Cheshmeh AsheghIranF I WCheshmeh Ashegh6206/1010/1105/1403/1760375130250 (1) (1) (12)300600 -
900
12080(N)
GuanyinyanChinaF H N RJinsha2263- /0809/1105/14- /16159125064739364V
0.10
(3')0.75(3')0.75(1)300 5399(F)
HantangangSouth KoreaF I WHantan27002/0907/1007/1412/1484690650709V(1) (1) (1)2507509139(F)
TsugaruJapanF H IIwaki14110/0805/1008/1403/1697342500717V
1.00
(1)
(1)
0.74(1)0.74(1)25010009139(F)
BonyicPanamaHBonyic1- /11- /1308/14- /1537165 88           
MetolongLesothoWSouth Phuthiatsana6409/1108/1311/1404/1583278280314 (3') (3') (3')30030060145(F)
XiangjiabaChina 52- /06- /10- /14- /16162909             
LudilaChinaHJingsha171801/07- /11- /14- /15140622 1920V
0.20
 0.75        
YalnızardıçTurkeyHGöksu109- /09- /11- /14- /15113300490            
TiouineMoroccoF I WIriri27005/10- /11- /14- /1584202270380V(1)0.80(1)*0.80(1)*  1000(-) -
RondinhaBrazilH  - /12- /12- /14- /1420              
KayabeyiTurkeyH IKura14801/10- /12- /1402/15159230637780       300   
Longtanzui
[A]
ChinaHHanshuinanhe10- /10- /12- /14- /1598  205           
MamakTurkeyFBağ1- /13- /13- /14- /143111830            
ManduriacuEcuadorHMauduriacu1012/11- /13- /1403/1561245114 0.25 0.75 0.75     (N)
OguzlarTurkeyHOrtasu2009/08- /13- /14- /15534313924600.10(1)0.80(1)*0.80(12)3006001000(-) -
MusatepeTurkeyHRobozik1309/08- /13- /14- /15661651311380.10(1)0.80(3')0.80(12)30012007763(N)
Lijiahe
[A]
ChinaHBahe53- /11- /13- /14- /1599352370478           
KatendeDR CongoH  08/11- /13- /14- /1516              
Songyue Dam RaiseChinaF H I R WHailanhe - /12- /13- /14- /1541271  V(1)0.73(10)conduit 300200080100(F)
KarakuzTurkeyHKökün5- /12- /13- /14- /1545162400            
Daoliuhe
[A]
ChinaDaoliuhe123- /12- /13- /14- /1560187             
Adigüzel IITurkeyHBüyük Menderes 15- /12- /13- /14- /1561145150            
Serro AzulBrazilW 303- /12- /13- /14- /15661015             
KaheChinaW 20- /12- /13- /14- /1572              
AyvaliTurkeyHOltu30804/1102/1302/1510/1517740516501900V(3')0.75(3')*0.75(12)30030050
100
110
120
(F)
Kotanli II
[A-G]
TurkeyHKura2010/1205/1404/1511/15702502482520.15(3)0.70(3')0.70(12)30030085130(N)
Lai ChauVietnamHSong Da (Black River)121506/1003/1305/1507/1713162018842500V(3')0.75(3')*0.75(12)30030060160(F)
Teesta low dam (Stage IV)IndiaHTeesta3705/0601/1305/1508/16451961671700.40(3')*0.80(3')*separate 30030085135(F)
Cerro del ÁguilaPeruHMantaro3711/1208/1406/15- /16892702504500.10(1)0.75(1)*0.75(12)30060011523 
GokayamaJapanF N WNaka4006/1206/1407/1503/18103556634935V
1.00
(1)
(1)
0.76(1)0.76(1)250100010426(F)
Xekaman 1LaosHXe Kaman312003/1205/1307/1512/161203358701065V(3')* (3')* (12)30030070130(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)
Ulu Jelai/SusuMalaysiaHBertam, Telom and Lemoi1803/1103/1409/1507/1690513731747V(4')0.80(3')*0.80(1)*4002400100
95
0
0
(-) -
Gibe IIIEthiopiaHOmo1469004/0812/1110/15- /16246630620064000.25(3')1.00(3')*1.00(3')*40040070 to  12045 to  60(S)
TuobaChinaHLangcang1215- /10- /12- /15- /16158508 3600           
BurçTurkeyHGöksu6301/0701/12- /15- /17702352322600.07(8)0.80(1)separate 3003006050 to  60(F)
Teles PiresBrazilHTeles Pires107/11- /13- /1509/16673605001020           
Nam Ou 5LaosHNam Ou - /11- /13- /15- /1674445             
KasimlarTurkeyHAyvalı43- /12- /13- /15- /1690235330            
GuoduoChinaHZaqu83- /12- /13- /15- /1693236 550           
Güneysinir AlanözüTurkeyIYangılı3- /13- /14- /15- /153827071            
Sariveliler GöktepeTurkeyIGelenalan1- /13- /14- /15- /153933069         600(-) -
IgarapebaBrazilWUna69- /13- /14- /15- /1661              
Bergama ÇamavluTurkeyIHasanderesi1- /14- /14- /15- /154024169 0.10(1)0.80(1)  3003008535(F)
Lom PangarCameroonF HLom6000- /12- /14- /15- /1646              
BogovinaSerbiaF H I WCmi Timok48- /12- /14- /15- /1654396175305           
San BartoloPanamaHSan Pablo39- /13- /14- /15- /164137177 V(3')0.85(3')*0.85(12)300300900(-) -
XinchangheChinaXinchanghe14- /13- /14- /15- /1657145             
Shuishimen
[A]
ChinaTianhe37- /13- /14- /15- /1686  150           
Dayakou
[A]
ChinaHNanting170- /13- /14- /15- /1699300 210           
El PurgatorioMexicoFVerde3506/13- /14- /15- /1638200400 0.25 1.00 1.00      
Jubinha IBrazilHJubinha480- /15- /15- /15- /15211540             
Juba IVBrazilHJuba7- /15- /15- /15- /1526570             
Neelum-JhelumPakistanHNeelum8- /08- /1408/1611/1747125 156        15451 
Trung SonVietnamF HMa34911/1204/1408/1602/17884987701140V
0.35
(3')
(3')*
0.65(3')*0.65(12)30030060
70
140
150
(N)
Yukari (Upper) KaleköTurkeyHMurat78406/1206/1409/1604/18150516222424140.25(7)0.80(1)  3003009040(M)
AkçakocaTurkeyI WSarma201/1305/1510/16- /1766148851300.10(1)0.80(1)0.80(12)300    
ArdilTurkeyIArdil1103/1305/1412/1602/1754266108158V(1)0.80(1)*0.80(12)3006007575 
KargiTurkeyHSakarya50- /11- /1512/1606/1795270535            
BoqaataLebanonWBoqaata607/1204/1512/1612/2172222200255V
0.80
(12)0.80(3')*0.80(3')*300300900(-) -
UludereTurkeyHOrtasu17- /08- /12- /16- /18774318008870.10(1)0.80(1)  3003009545(N)
Dong Nai 5VietnamHDong Nai - /10- /12- /16- /1872471             
Kirazlı KöprüTurkeyH IGökırmak66- /99- /13- /16- /1773280330 0.10(1)0.90(1)  300 7550(F)
BeyyurduTurkeyHBembo809/08- /13- /16- /17781761862090.10(1)0.80(1)0.80(12)300120010080(N)
XiaorongjiangChinaHXiaorong163- /10- /13- /16- /1790255             
Belo MonteBrazilHXingu5- /11- /13- /16- /2074680632208V 1.20 separate      
Cacimba NovaBrazilI W 3- /13- /14- /16- /161819652            
LianhuaChinaHLianhuaxi33- /10- /14- /16- /1730333             
HechuanChinaHJialingjiang11- /12- /14- /16- /1751              
KelebekTurkeyI WKelebek23- /12- /14- /16- /176219374970.10(1)0.80(1)0.80(12)300300120 (F)
LushiChinaHNujiang1288- /12- /14- /16- /18165              
ChucasCosta RicaHTárcoles450- /11- /14- /16- /17481301802000.20 0.75 0.75 30025009596(N)
Güdül KırkkavakTurkeyI WOrmanlik1- /14- /15- /1610/1749265114            
Zongo IIDR CongoH  05/12- /15- /16- /1720              
RkizaMoroccoF I W 17- /13- /15- /16- /17265005560V(5)0.85(1)*0.85(1)*     
Nazilli İsabeyliTurkeyIİsabeyli Deresi1- /14- /15- /16- /174214870            
Oltu SivridereTurkeyILimontozu1- /14- /15- /16- /174663269            
KarareisTurkeyWCamibogazi10- /14- /15- /16- /17502951421730.05(3')0.80(3')0.80(12)3003009852(F)
GuanchangChinaH I Ww24- /14- /15- /16- /1754246             
YunheChinaHDangjiahe14- /14- /15- /16- /1768176             
HaokouChinaHFurong (Pangu)90- /14- /15- /16- /1785211             
Xiangbiling
[A]
ChinaHNiulanhe263- /14- /15- /16- /17142459             
Köroglu Kotanli 1
[A-G]
TurkeyHKura7303/1506/1502/1704/17100404640680V(3')0.60(3')*0.60(12)30030085130(N)
Patuca 3HondurasHPatuca208- /12- /1602/17- /19541601201600.20(1)0.75(1)0.75(12)300300010757(N)
LaúcaAngolaHKwanza548207/1209/1403/1706/18132107526462766V
0.10
(1)0.85(1)0.85(12)300300900(-) -
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)
OkshtuniAlbaniaF HOkshtuni708/1503/1710/1702/1865253141194V
0.15
(12)0.90(12)*0.90(12)*3003001150(-) -
MoragahakandaSri LankaIAmban Ganga52101/07- /13- /1707/1865              
Dyraaba (part of Uma Oya Project)Sri LankaH IMathatilla Oya1- /11- /13- /17- /18501654050V(1) (1) (12)3003009595(F)
Ouldjet MellegueAlgeriaI WMellegue15510/11- /13- /17- /1851900245320V(11)0.90(10)0.90(12)3003001100(-) -
El BolsónArgentinaI WAlbigasta38- /08- /13- /17- /1964380 279           
Minas San FranciscoEcuadorHJubones14- /12- /14- /1708/1878209        300300   
WunonglongChinaHLancang (Mekong)28427206/10- /15- /17- /18138247             
Shangshui
[A]
ChinaI W 12- /13- /15- /17- /1858269             
KagongChinaHLancang81- /13- /15- /17- /1997237             
SinopBrazilHTeles Pires - /14- /15- /17- /1917              
ÜniversiteTurkeyWÇırçıp1- /15- /16- /17- /173611020            
IncirTurkeyHBuyuk Cay - /13- /16- /17- /18150              
ErganiTurkeyIGolkum15- /14- /16- /17- /18542291271610.10(1)0.80(1)0.80(12)300 9060(F)
XimiheChinaH I WXimihe17- /14- /16- /17- /1888147             
Piedra PuntudaNicaraguaHRío Mico - /15- /16- /17- /1823   0.70
1.00
(5)
(5)
0.70
1.00
(1)*
(1)*
0.70(1)*     
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             
Çamoluk AlısızTurkeyIAlısızın Deresi1- /16- /16- /17- /18238314 V 0.70 0.70      
IraharaJapanF WHarai2907/1407/1503/1803/1981295372419V
0.60
(1)
(1)
0.77(1)0.77(1)25010008436(F)
HuangdengChinaH I RLancang (Mekong)161301/1004/1504/1806/1920346427533670 (3') (3') (12)30030082
67
100
100
(F)
Nam Ngiep ILaosHNam Ngiep119209/1404/1604/1808/191675402288 V(3') (3')* (12)3002400 -
3600
80
60
120
70
(F)
NeckartalNamibiaIFish85709/1311/1505/1804/198352083610430.20(3')0.70(3')*0.70(12)30030065
65
120
45
(F)
Muskrat Falls North DamCanadaHChurchill 08/1507/1709/1807/1939450208243V(1)0.80(1)0.80(1)3003000 &
1500
80140(F)
Xayaburi (Left bank closure section)LaosHMekong 03/1201/1812/1810/19401098285V(1) (16)  30030060100(F)
DahuaqiaoChinaHLancang (Mekong)293- /10- /13- /18- /19107232 112           
Puhulpola (part of Uma Oya Project)Sri LankaH IDalgolia Oya1- /11- /13- /18- /19351743040V(1) (1) (12)3003009595(F)
LidiChinaHLancang75- /10- /14- /18- /1975346 1100           
ShangcunChinaWShangcunxi123- /11- /14- /18- /1989338             
São RoqueBrazilHCanoas - /12- /14- /18- /1968151100583V 0.75 0.75      
BalliTurkeyHOrtasu6- /08- /14- /18- /2051188144 0.10(1)0.80(1)0.70(3')3003009545(N)
KavsaktepeTurkeyIRobozik1609/08- /14- /18- /20762685185400.10(1)0.80(1)*0.80(1)3003009545(N)
Tuy IVVenezuelaWCuira - /14- /16- /18- /19135 17001950           
DatengxiaChinaHQianjiang3479- /14- /16- /1807/2080              
ColoniaBrazilWColonia6209/15- /17- /1809/18211953034           
ZhuangliChinaF H I WShizhe133- /15- /17- /18- /194449             
Ain KsobMoroccoDaliya17- /15- /17- /18- /1947              
Cudi-CircipTurkeyICircip2- /16- /17- /18- /193021348590.10(1)0.80(1)0.80(12)30012009852 
Yeşilvadi (Beylerderesi)TurkeyIBeyler5- /16- /17- /18- /1939249170 V(1)1.00(1)  3303309362(F)
NarliTurkeyHGöksu27- /16- /17- /18- /19471534968 (14) (14)  3003006550(F)
GaoshengChinaHHongduhe100- /16- /17- /18- /19121              
ItaocaraBrazilHParaiba do Sul170001/16- /17- /18- /1950              
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)
Saddle Dam D (Xe-Pian Xe-Namnoy)LaosHXepian104310/1804/1910/19- /1956430170200V   none 300300  (F)
Wala Dam RaiseJordanGWala2609/1706/1910/1907/206730080820.30(1)0.70(1)*0.70(1)*3003009852(N)
Sanhekou
[A-G]
ChinaZiwuhe710- /1110/1612/1906/20142472             
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           
Shahri-koorIranBarisan (nahang)103- /12- /15- /19- /2160326 330           
PingzhaiChinaH I WSanchahe1089- /13- /15- /19- /21163              
Bicentennial/Los PilaresMexicoF I WMayo47802/14- /16- /1908/2073232600       300300   
Capulin-San PabloCosta RicaHTárcoles - /15- /16- /19- /2049              
MandianChina 12340- /15- /16- /19- /2078231             
MangshanChinaF H I WChanglehe133- /15- /17- /19- /20101355             
NegreirosBrazilW  - /17- /18- /19- /203524956            
YunzhenChinaF I W 96- /16- /1903/2001/2176173             
Kafue Gorge Lower (KGL)ZambiaHKafue8301/1606/1804/20- /20131375129013900.20(3')0.75(3')0.75(12)30030060112(F)
ZungeruNigeriaF HKaduna1140009/1301/1808/2010/21101109019202400V(3')0.75(3')*0.75(12)30030059
69  94
76
69  76
(F)
AgdezMoroccoF I WDraa24705/1603/1909/2006/21110317833993V(1)0.80(1)*0.80(1)*    (N)
Arenal I-II
[A-G]
HondurasHYaguala7201/1804/1911/2001/21932732493050.04(3')0.40
0.67
(3')
(3')
0.40(13)     
Sharab GarodIranISharab Garod1- /12- /14- /20- /221575 12           
Asagi (Lower) KaleköyTurkeyHMurat55603/13- /15- /2004/21125346119213420.25(7)0.80(3)separate 3003009040(M)
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)
DereçatiTurkeyIBüyükdere2- /16- /18- /20- /2151174110            
WangjiazhouChinaTuoxi21- /16- /18- /20- /2162310             
Tan MyVietnamH I WCai219- /16- /18- /20- /2167  1130           
SouapitiGuineaHKonkouré6300- /16- /18- /20- /211161200 3           
Xiakoutang
[A]
ChinaHYu - /17- /18- /20- /2170              
Las CrucesMexicoF H I RSan Pedro Mazquital2485- /17- /18- /20- /2118581522400V
0.10
(1)
(1)
0.80(1)0.80 300300   
Gürsöğüt 1TurkeyHSakarya77- /19- /19- /20- /2067135207            
MiguillasBrazil  - /17- /19- /20- /2135              
Center Hill Auxiliary Backup DamUSAF H R WCaney Fork940- /17- /19- /20- /214029399122V(1)V
0.83
(1)*0.83(1)*3003009393(F)
Salto Y-YNicaraguaHBambana - /18- /19- /20- /2120   0.70
1.00
(5)
(5)
0.70
1.00
(1)*
(1)*
0.70(1)*     
BouhdidAlgeriaFOued Bouhdid1- /18- /19- /20- /2130260 600.10 0.90        
Gürsöğüt 2TurkeyHSakarya10- /19- /19- /20- /2156275262            
Nam Kong 3LaosHNam Kong47111/1703/1902/2111/2165500347400V(3')0.75(3')*0.75(12)300300075113(F)
DaguChinaHYaluzangbu55- /16- /18- /20- /211173859371442        93
60
93
100
 
KabagawaJapanF WKaba1110/1411/1605/2109/2289266242448V
0.40
(1)
(1)
0.77(1)0.77(1)25010009139(F)
Busanga
[A]
D.R. CongoHLualaba 11/17- /1907/2111/21142 620770           
Hatta Upper SaddleUAEH  12/1903/2109/21- /24381844145 (7) (7) (7)*30030065120(F)
Site CCanadaHPeace - /1607/1710/21- /24718001740 V 0.80 0.80 30030060
60
90
120
(F)
Yangjiang PSP - Upper damChinaHMoyang1801/17- /1911/2106/22101477 652      3006000   
Hekou
[A]
China 37- /17- /1912/21- /2283193             
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   
UchigataniJapanF HUchigatani12- /14- /18- /21- /2384270 328           
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             
Song Giang 1 (formerly La Trong)VietnamH ISong Gianh - /16- /19- /21- /2276              
TogaJapanF I NToga31- /17- /19- /21- /22112232 5700.10
0.60
(1)
(1)
0.69(1)0.69(1)     
DavarlıTurkeyIKara Creek1- /16- /19- /21- /233911934            
Gürün ÇamlıcaTurkeyIKırkgöz Creek1- /17- /19- /21- /232814228 0.10 0.80   300 8032 
BastoraIraqI WBastora206- /1303/19- /21- /228557711601223V 0.80 0.80      
NiuluChinaHNiulushi66- /18- /20- /21- /2280391             
SalipazanTurkeyI WDegimendere16- /17- /20- /21- /2289396430            
Nam Theun 1LaosHNam Kading, aka Nam Theun300908/1501/1901/2207/2218777241414341      3003000100
120
80
130
(F)
ShafaroudIranH I WShafaroud5303/1203/2007/2211/2210137295011800.10
0.50
(3')0.80(3')*0.80(12)300300   
Hatta UpperUAEH  12/1911/2108/22- /2470222170180 (7) (7)none 30030065120(F)
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)
Julius Nyerere (formerly Rufiji)TanzaniaHRufiji368012/1810/20- /2212/231311025142019400.20(3')0.75(3')0.75(12)  9362(F)
Grand Ethiopian Renaissance Dam Project (GERDP)EthiopiaHBlue Nile7400012/1005/13- /22- /24160179010100105000.22(3')1.00(3')*1.00(3')*40040067 to  10523 to  35(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)     
KapiçayTurkeyH IBasgöz5- /14- /18- /22- /2450136126 V(1)0.80(1)  300 8456 
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)
HaciömerTurkeyISay4- /18- /20- /22- /235017394 V(1)0.80(1)       
Nam MoVietnamHNam Mo272- /18- /20- /22- /2396407             
IvirizuBoliviaHIvirizu - /18- /20- /22- /23105              
Tuxikou
[A]
ChinaF HQianche160- /18- /20- /22- /23132              
ÇalıcaalanTurkeyIGök Creek1- /15- /20- /22- /243319550            
TersunTurkeyITersun9- /16- /20- /22- /2454273205 0.05(1)0.80(1)       
UluhanTurkeyIGök Creek1- /17- /20- /22- /243122830            
KızlaryoluTurkeyH IDevrez115- /17- /20- /22- /2392261447            
El-Janneh
[A-G]
LebanonH I WIbrahim (Abraham)38- /1502/20- /22- /221603501450       300300   
HuangzangsiChinaHeihe403- /1608/20- /22- /23123              
Singrobo-AhouatyIvory CoastHBandama10510/19- /21- /2203/2324              
El TablónHondurasHChamelecón - /19- /21- /22- /2361              
JalaurPhilippinesF H I WJalaur - /19- /21- /22- /23109              
Manavgat ÇardakTurkeyH ISağırın Çayı8- /17- /21- /22- /244418564            
Nam Sam 3LaosHNam Xam43510/1907/2104/2306/23122321907987V(3') (3')*    60140(F)
El TornillitoHondurasHUlua242- /17- /2105/2310/2483440             
Cisokan PSS (Lower dam)IndonesiaHCisokan10- /2005/2206/2308/2475294529566      3003004060 
La LibertadMexicoWSan Fernando221- /20- /21- /23- /2447              
Yozgat (Akdagmadeni) BahçecikTurkeyIGökdelen33- /15- /18- /23- /2470494614 V(1)0.80(1)  300 8456(F)
Göle DurançamTurkeyIKür Çayı37- /16- /19- /23- /242210722 V 0.70        
Akçali-2TurkeyISagin1- /16- /19- /23- /2440148 720.10(1)0.70(1)*0.70(12)3003009060(F)
Akçali-1TurkeyISağın Creek3- /16- /19- /23- /2443291120 0.10(1)0.80(1)*0.80(12)300300  (F)
GündüzlerTurkeyIDegirmen8- /16- /19- /23- /2465 280 V(1)0.75(1)  30030011337(F)
BahçecikTurkeyW 3- /16- /19- /23- /2469 204            
NoaphaMyanmarHThanlwin - /17- /19- /23- /2585              
Middle YeywaMyanmarHMyitnge45317/00- /19- /23- /251602441700            
Caculo-CabaçaAngolaHKwanza43608/17- /20- /2303/2410355310751450V 0.85 0.85 30024001000 
UzundereTurkeyIUzun Creek1- /16- /20- /23- /24425935            
KohalaPakistanHJhelum49- /16- /20- /23- /2469270             
AldegirmenTurkeyI WAkasya24- /17- /20- /23- /2459227 189V(1)0.80(1)*0.80(12)3003005545(F)
Akçakoca AltunçayTurkeyIKilsuyu Creek1- /18- /20- /23- /243395             
InandikTurkeyIInandik3104/18- /20- /23- /2463343271 0.15(1)0.80(1)  300 8080 
Koysha (Gibe IV)EthiopiaHOmo1470009/1306/20- /23- /241681000740074000.10
0.35
(3')0.70(3')*separate 40040057 to  9923 to  41(N)
ZimariTurkeyWZimari2- /18- /21- /23- /2437126 80           
ÜzengiliTurkeyIBüyük Creek1- /18- /21- /23- /245015794 0.10(1)0.80(1)       
Nam Ngum 4LaosHNam Ngum 02/18- /21- /23- /2474252             
El CarmenNicaraguaHGrande de Matagalpa - /19- /21- /23- /2475   0.70
1.00
(5)
(5)
0.70
1.00
(1)*
(1)*
0.70(1)*     
Priest Rapids Right EmbankmentUSAHColumbia 11/19- /21- /23- /231756446 V(3')V
0.75
(3')
(17)
none 300300  (F)
MaiwanChinaH INandu61504/2003/2205/24- /2579377             
GölecikTurkeyI WGölecik3612/1602/2106/24- /2495424 900V(3')0.80(3')*0.80(12)3003007248(F)
NtabalangaSouth AfricaI WItsitsa 09/1907/2210/2405/2575240             
Asuwagawa
[A-G]
JapanFBeko2907/06- /18- /24- /2696              
Monti Nieddu (Sa Stria)ItalyI WMonti Nieddu3501/9801/18- /24- /25883603334490.05(1)0.75(1)*0.75(1)3003009055(F)
My LyVietnamHCai392- /19- /20- /24- /25118271             
TatenoJapanFShirakawa - /18- /21- /24- /2687              
Gwayi-ShanganiZimbabweWGwayi63409/04- /22- /24- /2570305 300        60140(F)
Dashte PalangIranF I WDashte Palang15107/13- /22- /24- /2556350540690           
KoukoutambaGuineaHBafing 07/17- /22- /24- /2586   V 0.70
0.80
 0.72      
SambangalouSenegalHGambia 07/17- /22- /24- /2590              
Tekke KavakliTurkeyI WÇat2- /19- /22- /24- /2542325225            
Ula ÇıtlıkTurkeyIBüyükdere1- /17- /22- /24- /262912530            
KalaChinaHYalong234- /20- /22- /24- /26128  2560           
Mashkid 2IranF I WSimish & Mashkid11510/1704/22- /24- /25361450650850           
Upper Yeywa (Kyaukme)MyanmarHMyitnge341- /1511/2210/2506/26102266532580V(3')0.80(3')*0.80(12)300300   
NwamitwaSouth AfricaWGroot Letaba - /17- /22- /25- /2644350170226           
Porvenir II
[A-G]
ColombiaHNorth Samaná - /18- /22- /26- /27140548  V(3')0.50(3')*  300300   
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: Kazakhstan

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower

River: Irtysh

Reservoir capacity: 31 m3x106

Construction Dates

Start of Project: 05/55

Start of RCC: 05/55

End of RCC: 10/61

End of Project: 12/63

Specifications

Height: 90 metres

Length: 450 metres

Volume of RCC: 587 m3x103

Total volume: 988 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against precast concrete blocks
Downstream
SlopeType
0.80RCC against formwork
Spillway
SlopeType
0.80RCC against formwork

Placement

Layers (mm)Lifts (mm)
3001200

Cementitious material

Cement (kg/m3)
135
Pozzolan (kg/m3)Pozzolan Type
80Low-lime flyash (ASTM Class F)
  
Buchtarma on Google Earth
Buchtarma on Google Earth

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: Zaoshui

Reservoir capacity: 4 m3x106

Construction Dates

Start of Project: -/69

Start of RCC: -/69

End of RCC: -/71

End of Project: -/72

Specifications

Height: 32 metres

Length: 85 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): unknown

River: Dinggeniu

Reservoir capacity: 33 m3x106

Construction Dates

Start of Project: -/74

Start of RCC: -/74

End of RCC: -/78

End of Project: -/79

Specifications

Height: 41 metres

Length: 173 metres

Volume of RCC: -

Total volume: 36 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: 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: China

Owner: -

Type: Thin Arch

Purpose(s): Hydropower

River: Leishui

Reservoir capacity: 4 m3x106

Construction Dates

Start of Project: -/79

Start of RCC: -/79

End of RCC: -/81

End of Project: -/82

Specifications

Height: 35 metres

Length: 33 metres

Volume of RCC: 3 m3x103

Total volume: 3 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
  
  
Liangsanping on Google Earth
Liangsanping on Google Earth

Full Dam Information

Details

Country: USA

Owner: -

Type: Gravity

Purpose(s): Flood Control / Recreation

River: Willow Creek

Reservoir capacity: 17 m3x106

Construction Dates

Start of Project: 11/81

Start of RCC: 11/81

End of RCC: 09/82

End of Project: 04/83

Specifications

Height: 52 metres

Length: 543 metres

Volume of RCC: 331 m3x103

Total volume: 331 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against precast concrete panels
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)
47
Pozzolan (kg/m3)Pozzolan Type
19Low-lime flyash (ASTM Class F)
  
Willow Creek completed
Willow Creek 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: Mexico

Owner: -

Type: Gravity

Purpose(s): Flood Control

River: Ibarrilla

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 11/86

Start of RCC: 11/86

End of RCC: 05/87

End of Project: 07/87

Specifications

Height: 36 metres

Length: 150 metres

Volume of RCC: 20 m3x103

Total volume: 30 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against precast concrete panels
0.15Traditional concrete against precast concrete panels
Downstream
SlopeType
VerticalTraditional concrete against precast concrete panels
0.80Unformed face of RCC
Spillway
SlopeType
0.80Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: USA

Owner: -

Type: Gravity

Purpose(s): Flood Control

River: Lower Chase Creek

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 03/87

Start of RCC: 03/87

End of RCC: 06/87

End of Project: 07/87

Specifications

Height: 27 metres

Length: 122 metres

Volume of RCC: 14 m3x103

Total volume: 22 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional 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)
64
Pozzolan (kg/m3)Pozzolan Type
40Low-lime flyash (ASTM Class F)
  
Lower Chase Creek completed
Lower Chase Creek 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: France

Owner: -

Type: Gravity

Purpose(s): Flood Control

River: La Peyne

Reservoir capacity: 4 m3x106

Construction Dates

Start of Project: 08/86

Start of RCC: 08/86

End of RCC: 10/87

End of Project: 03/88

Specifications

Height: 36 metres

Length: 255 metres

Volume of RCC: 80 m3x103

Total volume: 85 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional 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
130ROLAC (mixture of flyash and slag with or without limestone fines)
  
Les Olivettes completed
Les Olivettes completed

Full Dam Information

Details

Country: USA

Owner: -

Type: Gravity

Purpose(s): Flood Control

River: Elk Creek

Reservoir capacity: 125 m3x106

Construction Dates

Start of Project: 03/85

Start of RCC: 03/85

End of RCC: 01/88

End of Project: -/99

Specifications

Height: 35 metres

Length: 365 metres

Volume of RCC: 266 m3x103

Total volume: 348 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.80Slip-formed/extruded facing elements
Spillway
SlopeType
0.80Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
150600

Cementitious material

Cement (kg/m3)
70
Pozzolan (kg/m3)Pozzolan Type
33Low-lime flyash (ASTM Class F)
  
Elk Creek (as halted) completed
Elk Creek (as halted) 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: Morocco

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: Akreuch

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 06/87

Start of RCC: 06/87

End of RCC: 02/88

End of Project: 03/88

Specifications

Height: 26 metres

Length: 124 metres

Volume of RCC: 17 m3x103

Total volume: 20 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.20Traditional concrete against precast concrete panels  [stepped face]
Downstream
SlopeType
0.20Traditional concrete against precast concrete panels
0.75Unformed face of RCC
Spillway
SlopeType
0.60Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
350350

Cementitious material

Cement (kg/m3)
70
140
Pozzolan (kg/m3)Pozzolan Type
30Ground-granulated blast-furnace slag
60 
Ain al Koreima completed
Ain al Koreima completed

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

Purpose(s): Flood Control / Irrigation

River: Shiromizu

Reservoir capacity: 5 m3x106

Construction Dates

Start of Project: 10/84

Start of RCC: 10/84

End of RCC: 06/88

End of Project: 04/90

Specifications

Height: 55 metres

Length: 367 metres

Volume of RCC: 142 m3x103

Total volume: 314 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)
150  -500
200 

Cementitious material

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

Full Dam Information

Details

Country: Spain

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Xallas

Reservoir capacity: 17 m3x106

Construction Dates

Start of Project: 01/87

Start of RCC: 01/87

End of RCC: 06/88

End of Project: 10/88

Specifications

Height: 84 metres

Length: 290 metres

Volume of RCC: 225 m3x103

Total volume: 254 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.05RCC against formwork
Downstream
SlopeType
0.75RCC against formwork  [stepped face]
0.35RCC against formwork  [stepped face]
Spillway
SlopeType
0.75Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
250250

Cementitious material

Cement (kg/m3)
88
72
Pozzolan (kg/m3)Pozzolan Type
152Low-lime flyash (ASTM Class F)
145 
Santa Eugenia completed
Santa Eugenia completed

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower

River: Ogawa

Reservoir capacity: 5 m3x106

Construction Dates

Start of Project: 03/83

Start of RCC: 03/83

End of RCC: 06/88

End of Project: 06/90

Specifications

Height: 84 metres

Length: 260 metres

Volume of RCC: 268 m3x103

Total volume: 361 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
0.90Traditional 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)
  
Asahi Ogawa completed
Asahi Ogawa 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: Romania

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Jiu

Reservoir capacity: 5 m3x106

Construction Dates

Start of Project: 03/86

Start of RCC: 03/86

End of RCC: 10/88

End of Project: 10/92

Specifications

Height: 25 metres

Length: 55 metres

Volume of RCC: 14 m3x103

Total volume: 17 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300900

Cementitious material

Cement (kg/m3)
125
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Vadeni completed
Vadeni 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: Gravity

Purpose(s): Hydropower

River: Yonghe

Reservoir capacity: 9 m3x106

Construction Dates

Start of Project: -/84

Start of RCC: -/84

End of RCC: -/88

End of Project: -/90

Specifications

Height: 52 metres

Length: 180 metres

Volume of RCC: -

Total volume: 220 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)
  
Photo coming soon

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: Argentina

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Urugua-i

Reservoir capacity: 1175 m3x106

Construction Dates

Start of Project: 10/85

Start of RCC: 10/85

End of RCC: 04/89

End of Project: -/89

Specifications

Height: 77 metres

Length: 687 metres

Volume of RCC: 590 m3x103

Total volume: 626 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)
400400

Cementitious material

Cement (kg/m3)
60
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Urugua-i completed
Urugua-i completed

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: Romania

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Jiu

Reservoir capacity: 2 m3x106

Construction Dates

Start of Project: 08/86

Start of RCC: 08/86

End of RCC: 05/89

End of Project: 12/93

Specifications

Height: 24 metres

Length: 61 metres

Volume of RCC: 13 m3x103

Total volume: 26 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300900

Cementitious material

Cement (kg/m3)
125
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Tirgu Jiu on Google Earth
Tirgu Jiu on Google Earth

Full Dam Information

Details

Country: South Africa

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: Harts

Reservoir capacity: 61 m3x106

Construction Dates

Start of Project: 05/88

Start of RCC: 05/88

End of RCC: 06/89

End of Project: 11/89

Specifications

Height: 15 metres

Length: 100 metres

Volume of RCC: 17 m3x103

Total volume: 36 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
 RCC supported by fill shoulders
Downstream
SlopeType
0.70RCC supported by fill shoulders
Spillway
SlopeType
0.70Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
250250

Cementitious material

Cement (kg/m3)
91
Pozzolan (kg/m3)Pozzolan Type
92Low-lime flyash (ASTM Class F)
  
Spitskop completed
Spitskop completed

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation

River: Dulanghe

Reservoir capacity: 19 m3x106

Construction Dates

Start of Project: 04/88

Start of RCC: 04/88

End of RCC: 07/89

End of Project: 06/91

Specifications

Height: 53 metres

Length: 136 metres

Volume of RCC: 61 m3x103

Total volume: 108 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against precast concrete panels
Downstream
SlopeType
0.75RCC against precast concrete blocks
Spillway
SlopeType
0.65Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
90
69
Pozzolan (kg/m3)Pozzolan Type
140Low-lime flyash (ASTM Class F)
111 
Photo coming soon

Full Dam Information

Details

Country: Australia

Owner: -

Type: Gravity

Purpose(s): Flood Control

River: Point Hut Creek

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 01/89

Start of RCC: 01/89

End of RCC: 08/89

End of Project: 10/89

Specifications

Height: 18 metres

Length: 86 metres

Volume of RCC: 9 m3x103

Total volume: 9 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against precast concrete panels
Downstream
SlopeType
1.00Mechanically compacted unformed face of RCC
Spillway
SlopeType
1.00Reinforced concrete cast against precast units or slip-formed facing elements

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
145
Pozzolan (kg/m3)Pozzolan Type
73Low-lime flyash (ASTM Class F)
  
Wright’s Retarding Basin completed
Wright’s Retarding Basin 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: China

Owner: -

Type: Gravity

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

River: Dadu

Reservoir capacity: 200 m3x106

Construction Dates

Start of Project: 01/85

Start of RCC: 01/85

End of RCC: 12/89

End of Project: 10/94

Specifications

Height: 88 metres

Length: 284 metres

Volume of RCC: 407 m3x103

Total volume: 855 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300  -300  -
500500

Cementitious material

Cement (kg/m3)
79
82
Pozzolan (kg/m3)Pozzolan Type
79Low-lime flyash (ASTM Class F)
83 
Photo coming soon

Full Dam Information

Details

Country: Kyrgyzstan

Owner: -

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Naryn

Reservoir capacity: 140 m3x106

Construction Dates

Start of Project: -/82

Start of RCC: -/82

End of RCC: 12/89

End of Project: 12/90

Specifications

Height: 75 metres

Length: 320 metres

Volume of RCC: 100 m3x103

Total volume: 1300 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)
400400

Cementitious material

Cement (kg/m3)
90
Pozzolan (kg/m3)Pozzolan Type
30Natural pozzolan (ASTM Class N)
  
Tashkumyr on Google Earth
Tashkumyr on Google Earth

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Wenchuanxi

Reservoir capacity: 10 m3x106

Construction Dates

Start of Project: -/87

Start of RCC: -/87

End of RCC: -/89

End of Project: -/89

Specifications

Height: 47 metres

Length: 122 metres

Volume of RCC: -

Total volume: 74 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: Japan

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation

River: Shirobeshit-oshibetsu

Reservoir capacity: 18 m3x106

Construction Dates

Start of Project: 10/82

Start of RCC: 10/82

End of RCC: -/89

End of Project: 10/91

Specifications

Height: 40 metres

Length: 755 metres

Volume of RCC: 163 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)
  
Pirika completed
Pirika 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: China

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower

River: Nanpan

Reservoir capacity: 29 m3x106

Construction Dates

Start of Project: 01/84

Start of RCC: 01/84

End of RCC: 06/90

End of Project: 12/92

Specifications

Height: 61 metres

Length: 471 metres

Volume of RCC: 143 m3x103

Total volume: 284 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
VerticalRCC against precast concrete blocks
0.40 
Spillway
SlopeType
ogeeTraditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
250250

Cementitious material

Cement (kg/m3)
79
Pozzolan (kg/m3)Pozzolan Type
79Low-lime flyash (ASTM Class F)
  
Tianshenqiao Nº2 completed
Tianshenqiao Nº2 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: France

Owner: -

Type: Gravity

Purpose(s): Hydropower / Irrigation / Recreation

River: Riou

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 01/90

Start of RCC: 01/90

End of RCC: 07/90

End of Project: 03/91

Specifications

Height: 26 metres

Length: 308 metres

Volume of RCC: 41 m3x103

Total volume: 46 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork with external geomembrane
Downstream
SlopeType
0.60Slip-formed/extruded facing elements  [stepped face]
Spillway
SlopeType
0.60Slip-formed/extruded facing elements  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
120ROLAC (mixture of flyash and slag with or without limestone fines)
  
Riou completed
Riou 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: Brazil

Owner: -

Type: Gravity

Purpose(s): Flood Control / Irrigation

River: Caraibas

Reservoir capacity: 10 m3x106

Construction Dates

Start of Project: 04/90

Start of RCC: 04/90

End of RCC: 09/90

End of Project: 02/91

Specifications

Height: 26 metres

Length: 160 metres

Volume of RCC: 18 m3x103

Total volume: 22 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.10Traditional concrete against formwork
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)
70
Pozzolan (kg/m3)Pozzolan Type
20Natural pozzolan (ASTM Class N)
  
Caraibas - CEMIG completed
Caraibas - CEMIG 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: Morocco

Owner: -

Type: Gravity

Purpose(s): Flood Control / Groundwater Recharge / Irrigation

River: Souss

Reservoir capacity: 110 m3x106

Construction Dates

Start of Project: 03/88

Start of RCC: 03/88

End of RCC: 09/90

End of Project: 11/91

Specifications

Height: 79 metres

Length: 476 metres

Volume of RCC: 680 m3x103

Total volume: 850 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
500500

Cementitious material

Cement (kg/m3)
120
90
Pozzolan (kg/m3)Pozzolan Type
0Milled sand
0 
Aoulouz completed
Aoulouz 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: USA

Owner: -

Type: Gravity

Purpose(s): Groundwater Recharge

River: Santa Clara

Reservoir capacity: -

Construction Dates

Start of Project: 03/90

Start of RCC: 03/90

End of RCC: 09/90

End of Project: -/91

Specifications

Height: 17 metres

Length: 366 metres

Volume of RCC: 101 m3x103

Total volume: 110 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)
125
Pozzolan (kg/m3)Pozzolan Type
83Low-lime flyash (ASTM Class F)
  
Freeman diversion completed
Freeman diversion 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: South Africa

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: Mlazi

Reservoir capacity: 3 m3x106

Construction Dates

Start of Project: 06/90

Start of RCC: 06/90

End of RCC: 12/90

End of Project: 02/91

Specifications

Height: 17 metres

Length: 135 metres

Volume of RCC: 16 m3x103

Total volume: 17 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.90RCC against formwork  [stepped face]
Spillway
SlopeType
0.90Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
170170

Cementitious material

Cement (kg/m3)
38
Pozzolan (kg/m3)Pozzolan Type
87Ground-granulated blast-furnace slag
  
Thornlea completed
Thornlea completed

Full Dam Information

Details

Country: USA

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Tennessee

Reservoir capacity: 311 m3x106

Construction Dates

Start of Project: 08/89

Start of RCC: 08/89

End of RCC: 02/91

End of Project: 04/92

Specifications

Height: 17 metres

Length: 427 metres

Volume of RCC: 79 m3x103

Total volume: 79 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.25RCC against formwork  [stepped face]
Downstream
SlopeType
0.60RCC against formwork  [stepped face]
Spillway
SlopeType
0.60RCC against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300600

Cementitious material

Cement (kg/m3)
85
Pozzolan (kg/m3)Pozzolan Type
119Low-lime flyash (ASTM Class F)
  
Nickajack Auxillary Spillway completed
Nickajack Auxillary Spillway 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: USA

Owner: -

Type: Gravity

Purpose(s): Flood Control

River: Cuchillo Negro

Reservoir capacity: -

Construction Dates

Start of Project: 10/89

Start of RCC: 10/89

End of RCC: 05/91

End of Project: 07/91

Specifications

Height: 50 metres

Length: 186 metres

Volume of RCC: 75 m3x103

Total volume: 82 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against precast concrete panels
Downstream
SlopeType
0.90Unformed face of RCC
Spillway
SlopeType
separate 

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
77
Pozzolan (kg/m3)Pozzolan Type
59Low-lime flyash (ASTM Class F)
  
Cuchillo Negro completed
Cuchillo Negro 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: USA

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: West Branch

Reservoir capacity: 13 m3x106

Construction Dates

Start of Project: 04/91

Start of RCC: 04/91

End of RCC: 10/91

End of Project: 06/92

Specifications

Height: 37 metres

Length: 100 metres

Volume of RCC: 36 m3x103

Total volume: 40 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
67
Pozzolan (kg/m3)Pozzolan Type
67High-lime flyash (ASTM Class C)
  
Victoria replacement completed
Victoria replacement completed

Full Dam Information

Details

Country: Spain

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: Corbones

Reservoir capacity: 74 m3x106

Construction Dates

Start of Project: 03/88

Start of RCC: 03/88

End of RCC: 10/91

End of Project: 12/91

Specifications

Height: 71 metres

Length: 220 metres

Volume of RCC: 205 m3x103

Total volume: 220 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork
0.20RCC against formwork
Downstream
SlopeType
0.80RCC against formwork  [stepped face]
Spillway
SlopeType
0.80RCC against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
80
Pozzolan (kg/m3)Pozzolan Type
130Low-lime flyash (ASTM Class F)
  
La Puebla de Cazalla completed
La Puebla de Cazalla completed

Full Dam Information

Details

Country: Spain

Owner: -

Type: Gravity

Purpose(s): Flood Control

River: Belén

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 03/91

Start of RCC: 03/91

End of RCC: 10/91

End of Project: 10/91

Specifications

Height: 31 metres

Length: 160 metres

Volume of RCC: 24 m3x103

Total volume: 29 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.05RCC 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)
73
Pozzolan (kg/m3)Pozzolan Type
109Low-lime flyash (ASTM Class F)
  
Belén-Cagüela completed
Belén-Cagüela 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: Spain

Owner: -

Type: Gravity

Purpose(s): Flood Control

River: Belén

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 07/91

Start of RCC: 07/91

End of RCC: 11/91

End of Project: 11/91

Specifications

Height: 34 metres

Length: 158 metres

Volume of RCC: 36 m3x103

Total volume: 41 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.05RCC 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)
73
Pozzolan (kg/m3)Pozzolan Type
109Low-lime flyash (ASTM Class F)
  
Belén-Gato completed
Belén-Gato completed

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Kosabi

Reservoir capacity: 11 m3x106

Construction Dates

Start of Project: 10/86

Start of RCC: 10/86

End of RCC: 12/91

End of Project: 11/92

Specifications

Height: 104 metres

Length: 273 metres

Volume of RCC: 400 m3x103

Total volume: 590 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.10Traditional 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)
91
Pozzolan (kg/m3)Pozzolan Type
39Low-lime flyash (ASTM Class F)
  
Sabigawa (lower dam) completed
Sabigawa (lower dam) completed

Full Dam Information

Details

Country: Spain

Owner: -

Type: Gravity

Purpose(s): Flood Control

River: Belén

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 09/91

Start of RCC: 09/91

End of RCC: 12/91

End of Project: 12/91

Specifications

Height: 16 metres

Length: 98 metres

Volume of RCC: 6 m3x103

Total volume: 7 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.05RCC 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)
73
Pozzolan (kg/m3)Pozzolan Type
109Low-lime flyash (ASTM Class F)
  
Caballar I completed
Caballar I completed

Full Dam Information

Details

Country: Spain

Owner: -

Type: Gravity

Purpose(s): Flood Control

River: Belén

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: -/91

Start of RCC: -/91

End of RCC: 12/91

End of Project: -/92

Specifications

Height: 15 metres

Length: 75 metres

Volume of RCC: 4 m3x103

Total volume: 5 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
73
Pozzolan (kg/m3)Pozzolan Type
109Low-lime flyash (ASTM Class F)
  
Amatisteros III completed
Amatisteros III completed

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): unknown

River: Shiqi

Reservoir capacity: 33 m3x106

Construction Dates

Start of Project: -/68

Start of RCC: -/68

End of RCC: -/91

End of Project: -/93

Specifications

Height: 35 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: Spain

Owner: -

Type: Gravity

Purpose(s): Flood Control

River: Belén

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 09/91

Start of RCC: 09/91

End of RCC: 01/92

End of Project: 01/92

Specifications

Height: 28 metres

Length: 87 metres

Volume of RCC: 10 m3x103

Total volume: 12 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.05RCC 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)
73
Pozzolan (kg/m3)Pozzolan Type
109Low-lime flyash (ASTM Class F)
  
Belén-Flores completed
Belén-Flores completed

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower / Navigation

River: Hongshui

Reservoir capacity: 34 m3x106

Construction Dates

Start of Project: 03/85

Start of RCC: 03/85

End of RCC: 03/92

End of Project: 12/95

Specifications

Height: 110 metres

Length: 525 metres

Volume of RCC: 626 m3x103

Total volume: 905 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
55
Pozzolan (kg/m3)Pozzolan Type
104Low-lime flyash (ASTM Class F)
  
Yantan completed
Yantan 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: Angola

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Kwanza

Reservoir capacity: 4795 m3x106

Construction Dates

Start of Project: 02/87

Start of RCC: 02/87

End of RCC: 05/92

End of Project: 12/07

Specifications

Height: 110 metres

Length: 1203 metres

Volume of RCC: 757 m3x103

Total volume: 1154 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against precast concrete panels with geomembrane
Downstream
SlopeType
0.70Slip-formed/extruded facing elements
 RCC against precast concrete blocks
Spillway
SlopeType
0.70Reinforced concrete cast against precast units or slip-formed facing elements

Placement

Layers (mm)Lifts (mm)
400400

Cementitious material

Cement (kg/m3)
70
Pozzolan (kg/m3)Pozzolan Type
100Milled sand
  
Capanda completed
Capanda completed

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower / Navigation

River: Min

Reservoir capacity: 2613 m3x106

Construction Dates

Start of Project: 03/87

Start of RCC: 03/87

End of RCC: 05/92

End of Project: 05/95

Specifications

Height: 101 metres

Length: 791 metres

Volume of RCC: 600 m3x103

Total volume: 1710 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
200  -200  -
330330

Cementitious material

Cement (kg/m3)
60
70
Pozzolan (kg/m3)Pozzolan Type
110Low-lime flyash (ASTM Class F)
90 
Shuikou completed
Shuikou completed

Full Dam Information

Details

Country: USA

Owner: -

Type: Gravity

Purpose(s): Flood Control

River: Town Wash

Reservoir capacity: -

Construction Dates

Start of Project: 01/92

Start of RCC: 01/92

End of RCC: 05/92

End of Project: 06/92

Specifications

Height: 18 metres

Length: 264 metres

Volume of RCC: 43 m3x103

Total volume: 45 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalSlip-formed/extruded facing elements
Downstream
SlopeType
1.50RCC against formwork
Spillway
SlopeType
1.50RCC against formwork  [stepped face]
 Unformed face of RCC  [stepped face]

Placement

Layers (mm)Lifts (mm)
200200

Cementitious material

Cement (kg/m3)
107
Pozzolan (kg/m3)Pozzolan Type
71Low-lime flyash (ASTM Class F)
  
Jim Wilson (formerly Town Wash Detention) completed
Jim Wilson (formerly Town Wash Detention) 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: USA

Owner: -

Type: Gravity

Purpose(s): Flood Control

River: Zintel

Reservoir capacity: 3 m3x106

Construction Dates

Start of Project: 03/92

Start of RCC: 03/92

End of RCC: 10/92

End of Project: 12/92

Specifications

Height: 39 metres

Length: 158 metres

Volume of RCC: 54 m3x103

Total volume: 55 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against precast concrete panels
Downstream
SlopeType
0.85Unformed face of RCC
Spillway
SlopeType
0.85Unformed face of RCC

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
74
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Zintel Canyon completed
Zintel Canyon completed

Full Dam Information

Details

Country: Australia

Owner: -

Type: Gravity

Purpose(s): Groundwater Recharge / Irrigation

River: Kroombit Creek

Reservoir capacity: 13 m3x106

Construction Dates

Start of Project: 03/92

Start of RCC: 03/92

End of RCC: 10/92

End of Project: 12/92

Specifications

Height: 26 metres

Length: 250 metres

Volume of RCC: 84 m3x103

Total volume: 110 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
82
Pozzolan (kg/m3)Pozzolan Type
107Low-lime flyash (ASTM Class F)
  
Kroombit completed
Kroombit 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: China

Owner: -

Type: Gravity

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

River: Gan

Reservoir capacity: 2216 m3x106

Construction Dates

Start of Project: 11/84

Start of RCC: 11/84

End of RCC: 12/92

End of Project: 06/94

Specifications

Height: 68 metres

Length: 1104 metres

Volume of RCC: 156 m3x103

Total volume: 1480 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
65
Pozzolan (kg/m3)Pozzolan Type
105Low-lime flyash (ASTM Class F)
  
Wan’an completed
Wan’an completed

Full Dam Information

Details

Country: Mexico

Owner: -

Type: Gravity

Purpose(s): Flood Control / Irrigation

River: Ayuguila

Reservoir capacity: 324 m3x106

Construction Dates

Start of Project: 12/86

Start of RCC: 12/86

End of RCC: 12/92

End of Project: 12/93

Specifications

Height: 107 metres

Length: 250 metres

Volume of RCC: 362 m3x103

Total volume: 681 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against precast concrete panels
0.24 
Downstream
SlopeType
VerticalTraditional concrete against precast concrete panels
0.80Unformed face of RCC
Spillway
SlopeType
0.80Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
148
Pozzolan (kg/m3)Pozzolan Type
47Low-lime flyash (ASTM Class F)
  
Trigomil completed
Trigomil completed

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Liuxihe

Reservoir capacity: 30 m3x106

Construction Dates

Start of Project: 12/94

Start of RCC: 12/94

End of RCC: 12/92

End of Project: 10/00

Specifications

Height: 61 metres

Length: 153 metres

Volume of RCC: 32 m3x103

Total volume: 57 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.70RCC against formwork  [stepped face]
Spillway
SlopeType
ogeeTraditional concrete against formwork
0.78Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
62
Pozzolan (kg/m3)Pozzolan Type
108Low-lime flyash (ASTM Class F)
  
Guangzhou PSS- Lower dam on Google Earth
Guangzhou PSS- Lower dam on Google Earth

Full Dam Information

Details

Country: South Africa

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: Tsorwo

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: -/90

Start of RCC: -/90

End of RCC: 12/92

End of Project: -/92

Specifications

Height: 17 metres

Length: 70 metres

Volume of RCC: 3 m3x103

Total volume: 3 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork
Downstream
SlopeType
VerticalRCC against formwork
0.50 
Spillway
SlopeType
0.50RCC against formwork

Placement

Layers (mm)Lifts (mm)
150150

Cementitious material

Cement (kg/m3)
70
Pozzolan (kg/m3)Pozzolan Type
100Low-lime flyash (ASTM Class F)
  
Photo coming soon

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: French Guyana

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Sinnamary

Reservoir capacity: 3500 m3x106

Construction Dates

Start of Project: 07/89

Start of RCC: 07/89

End of RCC: 02/93

End of Project: 05/94

Specifications

Height: 48 metres

Length: 740 metres

Volume of RCC: 250 m3x103

Total volume: 410 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalReinforced conventional concrete cast before RCC placement
Downstream
SlopeType
VerticalRCC against precast concrete panels
0.80Mechanically compacted unformed face of RCC
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)
 
Pozzolan (kg/m3)Pozzolan Type
120ROLAC (mixture of flyash and slag with or without limestone fines)
  
Petit Saut completed
Petit Saut completed

Full Dam Information

Details

Country: USA

Owner: -

Type: Gravity

Purpose(s): Recreation

River: Little Medicine Creek

Reservoir capacity: 10 m3x106

Construction Dates

Start of Project: 02/92

Start of RCC: 02/92

End of RCC: 02/93

End of Project: 05/93

Specifications

Height: 34 metres

Length: 128 metres

Volume of RCC: 29 m3x103

Total volume: 34 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.64Traditional concrete against formwork
Spillway
SlopeType
none 

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
89
Pozzolan (kg/m3)Pozzolan Type
89Low-lime flyash (ASTM Class F)
  
Elmer Thomas - replacement completed
Elmer Thomas - replacement completed

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower

River: Jinjianghe

Reservoir capacity: 189 m3x106

Construction Dates

Start of Project: 07/90

Start of RCC: 07/90

End of RCC: 03/93

End of Project: 07/93

Specifications

Height: 68 metres

Length: 229 metres

Volume of RCC: 182 m3x103

Total volume: 267 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.75Traditional concrete against formwork
Spillway
SlopeType
0.65Traditional concrete against formwork
 Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
3003000

Cementitious material

Cement (kg/m3)
70
Pozzolan (kg/m3)Pozzolan Type
80Low-lime flyash (ASTM Class F)
  
Jinjiang completed
Jinjiang 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: Morocco

Owner: -

Type: Gravity

Purpose(s): Groundwater Recharge / Irrigation

River: Oued Berhil

Reservoir capacity: 12 m3x106

Construction Dates

Start of Project: 04/92

Start of RCC: 04/92

End of RCC: 07/93

End of Project: 04/94

Specifications

Height: 39 metres

Length: 170 metres

Volume of RCC: 97 m3x103

Total volume: 109 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
110
Pozzolan (kg/m3)Pozzolan Type
20Natural pozzolan (ASTM Class N)
20 
Imi el Kheng completed
Imi el Kheng 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: Spain

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Cenza

Reservoir capacity: 43 m3x106

Construction Dates

Start of Project: 01/92

Start of RCC: 01/92

End of RCC: 08/93

End of Project: 12/93

Specifications

Height: 49 metres

Length: 609 metres

Volume of RCC: 200 m3x103

Total volume: 225 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork
Downstream
SlopeType
0.122RCC against formwork  [stepped face]
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)
70
Pozzolan (kg/m3)Pozzolan Type
130Low-lime flyash (ASTM Class F)
  
Cenza completed
Cenza 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: China

Owner: -

Type: Gravity

Purpose(s): Hydropower / Navigation

River: Youxi

Reservoir capacity: 108 m3x106

Construction Dates

Start of Project: 04/91

Start of RCC: 04/91

End of RCC: 10/93

End of Project: 12/95

Specifications

Height: 63 metres

Length: 197 metres

Volume of RCC: 126 m3x103

Total volume: 184 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
50
Pozzolan (kg/m3)Pozzolan Type
90Low-lime flyash (ASTM Class F)
  
Shuidong completed
Shuidong completed

Full Dam Information

Details

Country: Spain

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: Pizarroso

Reservoir capacity: 232 m3x106

Construction Dates

Start of Project: 12/90

Start of RCC: 12/90

End of RCC: 11/93

End of Project: 12/93

Specifications

Height: 54 metres

Length: 835 metres

Volume of RCC: 277 m3x103

Total volume: 340 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.05Slip-formed/extruded facing elements
Downstream
SlopeType
0.75Slip-formed/extruded facing elements  [stepped face]
Spillway
SlopeType
0.75Slip-formed/extruded facing elements  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
80
Pozzolan (kg/m3)Pozzolan Type
140Low-lime flyash (ASTM Class F)
  
Sierra Brava completed
Sierra Brava 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: France

Owner: -

Type: Gravity

Purpose(s): Flood Control

River: Le Cantache

Reservoir capacity: 7 m3x106

Construction Dates

Start of Project: 07/93

Start of RCC: 07/93

End of RCC: 12/93

End of Project: 03/94

Specifications

Height: 16 metres

Length: 147 metres

Volume of RCC: 11 m3x103

Total volume: 15 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)
300300

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
90ROLAC (mixture of flyash and slag with or without limestone fines)
  
Villaumur (La Cantache) completed
Villaumur (La Cantache) completed

Full Dam Information

Details

Country: Mexico

Owner: -

Type: Gravity

Purpose(s): Flood Control / Irrigation

River: El Bledal

Reservoir capacity: 102 m3x106

Construction Dates

Start of Project: 10/91

Start of RCC: 10/91

End of RCC: 12/93

End of Project: 01/94

Specifications

Height: 50 metres

Length: 807 metres

Volume of RCC: 117 m3x103

Total volume: 184 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against precast concrete panels
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
Pozzolan (kg/m3)Pozzolan Type
100Milled sand
  
Vinoramas completed
Vinoramas 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: China

Owner: -

Type: -

Purpose(s): unknown

River: Luohe

Reservoir capacity: 1175 m3x106

Construction Dates

Start of Project: -/78

Start of RCC: -/78

End of RCC: -/93

End of Project: -/95

Specifications

Height: 125 metres

Length: 315 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): Hydropower

River: Sancha

Reservoir capacity: 420 m3x106

Construction Dates

Start of Project: -/89

Start of RCC: -/89

End of RCC: -/93

End of Project: -/94

Specifications

Height: 75 metres

Length: 196 metres

Volume of RCC: -

Total volume: 88 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: 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: France

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: Sep

Reservoir capacity: 5 m3x106

Construction Dates

Start of Project: 04/93

Start of RCC: 04/93

End of RCC: 01/94

End of Project: 03/94

Specifications

Height: 46 metres

Length: 145 metres

Volume of RCC: 49 m3x103

Total volume: 58 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalReinforced conventional concrete cast before RCC placement
Downstream
SlopeType
0.72Mechanically compacted unformed face of RCC
Spillway
SlopeType
0.72RCC against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
120ROLAC (mixture of flyash and slag with or without limestone fines)
  
Sep completed
Sep completed

Full Dam Information

Details

Country: Thailand

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Mun

Reservoir capacity: -

Construction Dates

Start of Project: 04/91

Start of RCC: 04/91

End of RCC: 03/94

End of Project: 06/94

Specifications

Height: 26 metres

Length: 323 metres

Volume of RCC: 48 m3x103

Total volume: 50 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalReinforced concrete cast against precast units or slip-formed facing elements
VerticalRCC supported by fill shoulders
Downstream
SlopeType
VerticalReinforced concrete cast against precast units or slip-formed facing elements
0.80RCC supported by fill shoulders
Spillway
SlopeType
separate 

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
58
Pozzolan (kg/m3)Pozzolan Type
124Low-lime flyash (ASTM Class F)
  
Pak Mun completed
Pak Mun completed

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

Purpose(s): Flood Control

River: Kasshi

Reservoir capacity: 6 m3x106

Construction Dates

Start of Project: 12/90

Start of RCC: 12/90

End of RCC: 05/94

End of Project: 03/98

Specifications

Height: 57 metres

Length: 290 metres

Volume of RCC: 113 m3x103

Total volume: 232 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)
180  -750
250 

Cementitious material

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

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