SEARCHING
... please wait

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)
NangankouChinaIZaoshui4- /69- /70- /71- /723285             
ShimajigawaJapanF I WShimaji2109/7610/7804/8003/8189240165317V
0.30
(1)
(1)
0.80(1)0.80(1)150 to
200
500
700
8436(F)
GalesvilleUSAF I R WCow Creek5207/8405/8508/8510/8550290161171V(1)0.80(17)0.80(17)3003005351(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)
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)
Upper StillwaterUSAI WRock Creek3712/8309/8508/8712/879181511251281V(14)0.32
0.60
(14)
(14)
0.32
0.60
(14)*
(14)*
30030079173(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)
StagecoachUSAH I R WYampa4208/8706/8807/8811/88461163439V(1)0.80(1)*0.80(1)*3003007171(F)
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)
Longmentan Nº1ChinaH I WChanxi5312/8512/8708/8909/89581507193V
0.30
(12)
(12)
0.75(10)0.75(13)30030072
54
82
86
(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)
PirikaJapanF H IShirobeshit-oshibetsu1810/82- /88- /8910/9140755163360V
0.80
(1)
(1)
0.80(1)0.80(1)2507508436(F)
RiouFranceH I RRiou101/9006/9007/9003/91263084146V(2)0.60(14)*0.60(14)*300300 120(R)
Caraibas - CEMIGBrazilF ICaraibas1004/9007/9009/9002/912616018220.10(1)0.80(3)*0.80(1)*3003007020(N)
AoulouzMoroccoF G ISouss11003/8811/8909/9011/9179476680850V(1)0.85(1)*0.85(1)500500120
90
0
0
(M)
ThornleaSouth AfricaIMlazi306/9010/9012/9002/91171351617V(1)0.90(3)*0.90(1)1701703887(S)
GameleirasBrazilF I R WGameleiras14507/9012/9004/9105/91291502729V(1)   (1)*4004005213(-) -
SakaigawaJapanF H I WSakai6003/85- /8707/9101/93115298373713V
0.80
(1)
(1)
0.78(1)0.78(1)1807508436(F)
La Puebla de CazallaSpainICorbones7403/8808/8910/9112/9171220205220V
0.20
(3)
(3)
0.80(3)*0.80(3)*30030080130(F)
TaungSouth AfricaI WHarts6606/9008/9109/9205/9350320132153V(1)V
0.75
(1)
(1)*
0.75(1)*2502504466(F)
KroombitAustraliaG IKroombit Creek1303/9206/9210/9212/922625084110V(1)0.70(1)0.70(1)30030082107(F)
RyumonJapanF I WSakoma4209/8703/9011/9203/97100378521836V
0.30
(1)
(1)
0.80(1)0.80(1)150 -
200
750 -
1000
9139(F)
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)
PaxtonSouth AfricaITsorwo1- /9001/9112/92- /92177033V(3)V
0.50
(3)0.50(3)15015070100(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)
Sierra BravaSpainIPizarroso23212/9006/9211/9312/93548352773400.05(14)0.75(14)*0.75(14)*30030080140(F)
VinoramasMexicoF IEl Bledal10210/9104/9312/9301/9450807117184V(5)0.80(3)*0.80(13)300300100100(M)
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)
SepFranceISep504/9309/9301/9403/94461454958V(11)0.72(16)0.72(3)*300300 120(R)
ShanziChinaF H I WAojiang17208/9211/9305/9406/9566274180272V(5)0.80(10)0.77(13)30030065
55
125
95
(F)
Wenquanbao
[A]
ChinaF H I WTanghe710/9110/9206/94- /95481885563V(4)0.30(3)ogee(13)300300110
69
68
85
(F)
La Touche PoupardFranceIChambon1508/9304/9408/9412/94362003446V(1)0.75(3)*0.75(1)*300300 115(R)
Cova da MandiocaBrazilI WCova da Mandioca12601/9309/9312/9412/94263607579V(1)0.75(3)*0.75(1)*4004006416(-) -
Maojiang
[A]
ChinaH IXiang2- /92- /93- /94- /9545150 45          (F)
Sishanping
[A]
ChinaF H ILeishui3- /92- /93- /94- /9556147 18          (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)
ShiokawaJapanF I WShio1205/9308/9311/9503/99792252993880.10
0.70
(1)
(1)
0.76(1)0.76(1)2507509624(F)
ShimantanChinaF I WGunhe 12007/9304/9412/9507/9641650272351V(3')0.75(3)*0.75(1)30030098
51
98
107
(F)
AcauãBrazilF I WParaíba247- /93- /93- /95- /9579674674734 (1) (3)* (1)*3003006416(N)
BailongtanChinaH I NHongshuihe34002/9310/9504/9608/97347106280V(1)0.70(10)*0.70(5)*30030073
99
110
60
(F)
MantaichengChinaH IGayahe1008/9201/9312/9608/973733778100V(1)0.75(10)ogee
0.70
(1)
(1)
300100060120(F)
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)
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)
ShuangxiChinaF H I WMeixihe9501/9503/9610/9712/9760221113172V(9)0.80(1)0.78(1)30030090
55
110
105
(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)
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)
GassanJapanF H I WBonji6508/8806/9410/9803/011233937311160V(1)0.80(1)0.80(1)250750
1000
9139(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)
Wajin
[A]
ChinaH INanxi7- /94- /96- /98- /9947235 240           
JiangyaChinaF H I N WLoushui174107/9510/9604/99- /0113136811001310V(3')0.80(3)*ogee
0.80
(13)300300087
64  46
107
96  107
(F)
Songyue (1st Stage)ChinaF H I R WHailanhe2109/9701/9804/9909/99292714477V(1)0.73(10)conduit 300200080100(F)
BaishiChinaF H I WDalinghe164509/9604/9709/9912/0049513111603V
0.10
(1)
(1)
0.70(1)0.76(1)3003007258(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)
Zanja HondaColombiaIChenche - /97- /98- /99- /0024 75         750(-) -
KubusugawaJapanF H I WKubusu1003/9304/98- /9910/0295253364469V
0.40
(1)
(1)
0.78(1)0.78(1)2507508436(F)
OhnagamiJapanF I WSutu1903/9304/9804/0003/0372334284362V
0.25
(1)
(1)
0.79(1)0.79(1)2507508436(F)
Trout CreekUSAI RTrout Creek108/9904/0005/0007/003138910V(1)0.80(1)*0.80(1)*3003001630(-) -
Beni HarounAlgeriaI WEl Kebir96301/9310/9807/0012/0011871416901900V(1)0.80(1)*0.80(13)30030082143(F)
ShinmiyagawaJapanIMiya1003/9407/9708/0003/0369325393480V(1)0.83(1)0.83(1)2507509139(F)
TannurJordanIWadi al Hasa1702/9912/9912/0009/0160270250250V
1.00
(3')0.80(3')*0.80(3')*3001200125
120
75
50
(N)
Santa Cruz do ApodiBrazilF I R WApodi600- /98- /99- /00- /0158166010231120      300300800(-) -
R'milTunisiaIR’mil4408/9910/0005/0111/011826064160V(15)0.90(16)0.90(12)*3003001000(-) -
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(-) -
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(-) -
CastanhãoBrazilF I R WCongonhas80010/99- /0012/01- /02856688901030      300300850(-) -
YanwangbiziChinaF H I WDalinghe217- /96- /97- /01- /023538387220        64118(F)
UmariBrazilF I R Wdo Carmo293- /98- /99- /01- /01422308655660 (12)    300300700(-) -
YushiChinaF I WBiliuhe89- /98- /99- /01- /0250267218233        7070(F)
Pedras AltasBrazilF I R WItapicuru - /00- /00- /01- /012410904260      3003003441(-) -
EstreitoBrazilF I R WCurimatá24- /97- /00- /0111/02263001214      3003006416(N)
XiaoxiheChinaH IXiaoxihe5- /99- /00- /01- /02621034766          (F)
Mae SuaiThailandIMae Suai7311/9910/0001/0207/02593403003500.15(15)0.80(1)*0.80(1)*3003007080 to  100(F)
La CañadaBoliviaIComarapa1008/0008/0102/0206/02521547277V(3')0.22
0.75
(3')
(3')*
0.75(3')*305305140100(N)
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)
Ribeirão Riacho Pasto VelhoBrazilI WPasto Velho11- /00- /01- /02- /0327            0 
MujibJordanI WMujib3501/9901/0102/0311/03674906546940.10(2)0.80(1)*0.80(1)*300300850(-) -
Ahl Souss (Ait M’Zal)MoroccoI WIzig511/0101/0305/0301/044922250270.20(1)0.80(1)*0.85(12)30030080
100
0
0
(-) -
Linhekou
[A]
ChinaH ILinhe147- /9912/0106/03- /04100311229293curve(3')curve(3')ogee(1)300300074
66
111
111
(F)
Nandoni (formerly Mutoti)South AfricaI WLuvuvhu16404/9812/9908/0304/0447392150316V(1)0.75(1)0.75(1)*25025054129(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)
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)
LetanChinaH I NXijiang950- /02- /03- /04- /056658650210           
Yujianhe
[A]
ChinaF I WWu11- /02- /03- /04- /05811801051100.10 0.76 0.76      
PindobaçuBrazilI WItapicuru-aço17- /01- /03- /04- /05451917585      3003005614(N)
Bandeira de MeloBrazilI WParaguaçu112- /0209/03- /04- /05193207585 (1) (1)* (1)*3003005614(N)
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)
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(-) -
Artur Tavares de MeloBrazilIItambé21- /03- /04- /05- /063030650       300300800(-) -
XixiChinaF H I WDaxi85- /03- /04- /05- /0671243231244          (F)
BaiseChinaF H I N WYoujiang566012/0112/0204/0607/0613072019952672V(9)0.80(1)0.80(1)300300080
50
132
110
(F)
El GuapoVenezuelaF I WEl Guapo14108/0504/0612/0608/07501383203420.60(1)0.85(17)1.80(1)300300750(-) -
DaxiaChinaH IQuan20- /04- /05- /06- /0788160 205           
KhasooyehIranITang Charkhi15- /03- /05- /06- /08191602228           
TaishirMongoliaH I WZabkhan93002/0505/0606/0712/0760200210250V(2)0.72(1)*0.72(12)*333333750(-) -
MeanderAustraliaI WMeander4301/0601/0708/0712/07471808585V(4)0.70(10)0.70(10)300300700(-) -
Dinh BinhVietnamF H I WKon22605/0208/0512/0712/0855571183430V(11)0.75(3')ogee(12)30090070
126
175
141
(F)
ShihuChinaF I WLituohe58- /05- /06- /07- /0856193162354           
MenghekouChinaF I R WMenghe11- /05- /06- /07- /0878215160249           
Bailianya
[A]
ChinaF H I WDongpi480- /05- /06- /0704/09105422485600V(1)0.335(1)0.335(1)300300072
56
108
84
(F)
SilinChinaF H I NWujiang159311/0511/0603/08- /091173108251100V(1)0.70(1)0.70(1)  66
89
100
109
(F)
Sidi Yahya (formerly Ain Kwachia)MoroccoI WKhellata1101/0705/0707/0811/083021360780.20(5)0.80(1)*0.80(1)*3003001050(-) -
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)
Mangla Emergency Spillway Control WeirPakistanH IJhelum650008/0412/0711/0801/09173705479V
0.30
(3')
(3')*
V
0.70
(3')
(3')*
0.70(3')*30030060120(S)
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)
PicachosMexicoI WPresidio32202/0709/07- /08- /098525685 V
0.15
(12)
(12)
0.85(12)0.85(12)30030005045(S)
KasegawaJapanF H I WKase7102/0510/0706/0903/1299456830948V
0.60
(1)
(1)
0.75(1)0.75(1)25010008436(F)
WuduChinaF H I WFu57210/04- /07- /09- /1012063111511580V(3')0.75(3')0.80(3')    (F)
BaishiyaChinaH I WXijiang26- /04- /07- /09- /1274190230240  0.75        
Mulungu do MorroBrazilI WTijuco2- /07- /08- /0903/101615613            
Poço MarruaBrazilI WParnaiba293- /07- /08- /09- /1048870293306           
Sehb el MergaMoroccoF I WSehb el Merga706/07- /08- /09- /10374808595V(5)0.80(1)*0.80(1)*3003006525(N)
Adnan Mendres (formerly Çine)TurkeyF H I WÇine35012/9511/0404/1010/11137300156016500.10
0.20
(7')0.85(7')0.85(7')30030085
75
105
95
(F)
ZirdanIranI WKajoo20711/0208/0708/1011/1065350265437 (5) (3)  3003009842(N)
Abou Al Abbas Sebti (formerly Taskourt)MoroccoI WAl Mal2501/0804/0909/1004/1175408415490V(5)0.80(1)*0.80(1)*3003007332(N)
Nuoc TrongVietnamH ITra Kluc29010/0707/0912/1005/1169518446600V(3')    300300125
80
218
230
(N)
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(-) -
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)
YunishigawaJapanF I WYunishi7508/0809/0905/1109/121193209671053V
0.60
(1)0.78(1)0.78(1)25010009139(F)
Yubari SyuparoJapanF H I WYubari42711/0310/0909/1103/15111390584940V
0.80
(1)
(1)
0.82(1)0.82(1)250750 &
1000
9139(F)
A’haiChinaH IJinsha885- /08- /10- /11- /12138482 2707           
RizzaneseFranceH IRizzanese1- /0904/1102/12- /12411406472V
1.00
(6)
(10)
V
0.80
 0.80 300300800(-) -
BuiGhanaH IBui1257010/0702/0905/1211/14108493830900V(3')0.75(3')0.75(12)300300045
61
85
91
(F)
DevecikonagiTurkeyH IEmet605/1003/1109/1201/13393131802100.10(2)0.75(1)0.80(12)3003008040(F)
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)
Cheshmeh AsheghIranF I WCheshmeh Ashegh6206/1010/1105/1403/1760375130250 (1) (1) (12)300600 -
900
12080(N)
HantangangSouth KoreaF I WHantan27002/0907/1007/1412/1484690650709V(1) (1) (1)2507509139(F)
TsugaruJapanF H IIwaki14110/0805/1008/1403/1697342500717V
1.00
(1)
(1)
0.74(1)0.74(1)25010009139(F)
TiouineMoroccoF I WIriri27005/10- /11- /14- /1584202270380V(1)0.80(1)*0.80(1)*  1000(-) -
KayabeyiTurkeyH IKura14801/10- /12- /1402/15159230637780       300   
Songyue Dam RaiseChinaF H I R WHailanhe - /12- /13- /14- /1541271  V(1)0.73(10)conduit 300200080100(F)
Tabellout
[A-G]
AlgeriaI WDjen Djen29403/1003/1308/1512/15121366975  (12) (12) (12)*3003008545 
Güneysinir AlanözüTurkeyIYangılı3- /13- /14- /15- /153827071            
Sariveliler GöktepeTurkeyIGelenalan1- /13- /14- /15- /153933069         600(-) -
Bergama ÇamavluTurkeyIHasanderesi1- /14- /14- /15- /154024169 0.10(1)0.80(1)  3003008535(F)
BogovinaSerbiaF H I WCmi Timok48- /12- /14- /15- /1654396175305           
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 
Kirazlı KöprüTurkeyH IGökırmak66- /99- /13- /16- /1773280330 0.10(1)0.90(1)  300 7550(F)
Cacimba NovaBrazilI W 3- /13- /14- /16- /161819652            
KelebekTurkeyI WKelebek23- /12- /14- /16- /176219374970.10(1)0.80(1)0.80(12)300300120 (F)
Güdül KırkkavakTurkeyI WOrmanlik1- /14- /15- /1610/1749265114            
RkizaMoroccoF I W 17- /13- /15- /16- /17265005560V(5)0.85(1)*0.85(1)*     
Nazilli İsabeyliTurkeyIİsabeyli Deresi1- /14- /15- /16- /174214870            
Oltu SivridereTurkeyILimontozu1- /14- /15- /16- /174663269            
GuanchangChinaH I Ww24- /14- /15- /16- /1754246             
EncisoSpainI WCidacos47- /0808/1407/1709/18103376695765V(1)0.80(1)*0.80(1)*30030060140(F)
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           
Shangshui
[A]
ChinaI W 12- /13- /15- /17- /1858269             
ErganiTurkeyIGolkum15- /14- /16- /17- /18542291271610.10(1)0.80(1)0.80(12)300 9060(F)
XimiheChinaH I WXimihe17- /14- /16- /17- /1888147             
FendouChinaF H I WMulenghe191- /15- /16- /17- /1846406             
XiahushanChinaF H I WDashahe196- /15- /16- /17- /1874296             
Wugachong
[A]
ChinaH I WMabiehe99- /15- /16- /17- /18108182             
Çamoluk AlısızTurkeyIAlısızın Deresi1- /16- /16- /17- /18238314 V 0.70 0.70      
HuangdengChinaH I RLancang (Mekong)161301/1004/1504/1806/1920346427533670 (3') (3') (12)30030082
67
100
100
(F)
NeckartalNamibiaIFish85709/1311/1505/1804/198352083610430.20(3')0.70(3')*0.70(12)30030065
65
120
45
(F)
Puhulpola (part of Uma Oya Project)Sri LankaH IDalgolia Oya1- /11- /13- /18- /19351743040V(1) (1) (12)3003009595(F)
KavsaktepeTurkeyIRobozik1609/08- /14- /18- /20762685185400.10(1)0.80(1)*0.80(1)3003009545(N)
ZhuangliChinaF H I WShizhe133- /15- /17- /18- /194449             
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)
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)
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)
Shah wa ArüsAfghanistanF H I WShakardar10- /12- /13- /1904/2178303270337V
0.20
(1)0.80(1)0.80(1)30030010545(N)
GhadrooniIranG I WGharanghou44- /08- /14- /19- /2044352106147           
PingzhaiChinaH I WSanchahe1089- /13- /15- /19- /21163              
Bicentennial/Los PilaresMexicoF I WMayo47802/14- /16- /1908/2073232600       300300   
MangshanChinaF H I WChanglehe133- /15- /17- /19- /20101355             
YunzhenChinaF I W 96- /16- /1903/2001/2176173             
AgdezMoroccoF I WDraa24705/1603/1909/2006/21110317833993V(1)0.80(1)*0.80(1)*    (N)
Sharab GarodIranISharab Garod1- /12- /14- /20- /221575 12           
DereçatiTurkeyIBüyükdere2- /16- /18- /20- /2151174110            
Tan MyVietnamH I WCai219- /16- /18- /20- /2167  1130           
Las CrucesMexicoF H I RSan Pedro Mazquital2485- /17- /18- /20- /2118581522400V
0.10
(1)
(1)
0.80(1)0.80 300300   
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   
ToudghaMoroccoF I WToudgha3311/17- /19- /21- /2268   V(1)0.90(1)*0.90(1)*     
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      
SalipazanTurkeyI WDegimendere16- /17- /20- /21- /2289396430            
ShafaroudIranH I WShafaroud5303/1203/2007/2211/2210137295011800.10
0.50
(3')0.80(3')*0.80(12)300300   
Sidi AbbouMoroccoF H I WLeben19801/2010/2010/2210/2471111200            
FaskMoroccoF I WAssayad7907/1701/1912/2207/23778301400 0.10(1)0.80(1)0.80(1)300300  (N)
Chame Shir
[A-G]
IranF H I WZohreh2300- /11- /16- /22- /2315168011001200V 0.70   3003001600(-) -
BiratoriJapanF H I N WNukabira46- /13- /17- /22- /2457600 180V(1)0.78(1)0.78(1)     
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)       
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   
JalaurPhilippinesF H I WJalaur - /19- /21- /22- /23109              
Manavgat ÇardakTurkeyH ISağırın Çayı8- /17- /21- /22- /244418564            
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)
UzundereTurkeyIUzun Creek1- /16- /20- /23- /24425935            
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 
ÜzengiliTurkeyIBüyük Creek1- /18- /21- /23- /245015794 0.10(1)0.80(1)       
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             
Monti Nieddu (Sa Stria)ItalyI WMonti Nieddu3501/9801/18- /24- /25883603334490.05(1)0.75(1)*0.75(1)3003009055(F)
Dashte PalangIranF I WDashte Palang15107/13- /22- /24- /2556350540690           
Tekke KavakliTurkeyI WÇat2- /19- /22- /24- /2542325225            
Ula ÇıtlıkTurkeyIBüyükdere1- /17- /22- /24- /262912530            
Mashkid 2IranF I WSimish & Mashkid11510/1704/22- /24- /25361450650850           
Tang e MashoorehIranF I WKaskkan55- /13- /22- /28- /2973220             

← Scroll the table horizontally to view its entire width →

 

Search again

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: 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: 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: 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: 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: 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: 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: 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: 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: 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: 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: 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: 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: 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: 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: 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: 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: Brazil

Owner: -

Type: Gravity

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

River: Gameleiras

Reservoir capacity: 145 m3x106

Construction Dates

Start of Project: 07/90

Start of RCC: 07/90

End of RCC: 04/91

End of Project: 05/91

Specifications

Height: 29 metres

Length: 150 metres

Volume of RCC: 27 m3x103

Total volume: 29 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
400400

Cementitious material

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

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

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

River: Sakai

Reservoir capacity: 60 m3x106

Construction Dates

Start of Project: 03/85

Start of RCC: 03/85

End of RCC: 07/91

End of Project: 01/93

Specifications

Height: 115 metres

Length: 298 metres

Volume of RCC: 373 m3x103

Total volume: 713 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
180750

Cementitious material

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

Full Dam Information

Details

Country: 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: 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: 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: 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: 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: 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: 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: 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: 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: 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: 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: China

Owner: -

Type: Gravity

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

River: Aojiang

Reservoir capacity: 172 m3x106

Construction Dates

Start of Project: 08/92

Start of RCC: 08/92

End of RCC: 05/94

End of Project: 06/95

Specifications

Height: 66 metres

Length: 274 metres

Volume of RCC: 180 m3x103

Total volume: 272 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

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

River: Tanghe

Reservoir capacity: 7 m3x106

Construction Dates

Start of Project: 10/91

Start of RCC: 10/91

End of RCC: 06/94

End of Project: -/95

Specifications

Height: 48 metres

Length: 188 metres

Volume of RCC: 55 m3x103

Total volume: 63 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: France

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: Chambon

Reservoir capacity: 15 m3x106

Construction Dates

Start of Project: 08/93

Start of RCC: 08/93

End of RCC: 08/94

End of Project: 12/94

Specifications

Height: 36 metres

Length: 200 metres

Volume of RCC: 34 m3x103

Total volume: 46 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
115ROLAC (mixture of flyash and slag with or without limestone fines)
  
La Touche Poupard completed
La Touche Poupard completed

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Cova da Mandioca

Reservoir capacity: 126 m3x106

Construction Dates

Start of Project: 01/93

Start of RCC: 01/93

End of RCC: 12/94

End of Project: 12/94

Specifications

Height: 26 metres

Length: 360 metres

Volume of RCC: 75 m3x103

Total volume: 79 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
400400

Cementitious material

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

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): Hydropower / Irrigation

River: Xiang

Reservoir capacity: 2 m3x106

Construction Dates

Start of Project: -/92

Start of RCC: -/92

End of RCC: -/94

End of Project: -/95

Specifications

Height: 45 metres

Length: 150 metres

Volume of RCC: -

Total volume: 45 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): Flood Control / Hydropower / Irrigation

River: Leishui

Reservoir capacity: 3 m3x106

Construction Dates

Start of Project: -/92

Start of RCC: -/92

End of RCC: -/94

End of Project: -/95

Specifications

Height: 56 metres

Length: 147 metres

Volume of RCC: -

Total volume: 18 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: Gravity

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

River: Taizi

Reservoir capacity: 2168 m3x106

Construction Dates

Start of Project: 05/90

Start of RCC: 05/90

End of RCC: 09/95

End of Project: 10/95

Specifications

Height: 82 metres

Length: 1040 metres

Volume of RCC: 1240 m3x103

Total volume: 1876 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
270  -750
280 

Cementitious material

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

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

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

River: Satsunai

Reservoir capacity: 54 m3x106

Construction Dates

Start of Project: 02/87

Start of RCC: 02/87

End of RCC: 10/95

End of Project: 03/99

Specifications

Height: 114 metres

Length: 300 metres

Volume of RCC: 536 m3x103

Total volume: 770 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
250750

Cementitious material

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

Full Dam Information

Details

Country: Morocco

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Taghoucht

Reservoir capacity: 12 m3x106

Construction Dates

Start of Project: 11/93

Start of RCC: 11/93

End of RCC: 10/95

End of Project: 03/96

Specifications

Height: 36 metres

Length: 80 metres

Volume of RCC: 45 m3x103

Total volume: 57 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

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

River: Shio

Reservoir capacity: 12 m3x106

Construction Dates

Start of Project: 05/93

Start of RCC: 05/93

End of RCC: 11/95

End of Project: 03/99

Specifications

Height: 79 metres

Length: 225 metres

Volume of RCC: 299 m3x103

Total volume: 388 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
250750

Cementitious material

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

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

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

River: Gunhe

Reservoir capacity: 120 m3x106

Construction Dates

Start of Project: 07/93

Start of RCC: 07/93

End of RCC: 12/95

End of Project: 07/96

Specifications

Height: 41 metres

Length: 650 metres

Volume of RCC: 272 m3x103

Total volume: 351 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

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

River: Paraíba

Reservoir capacity: 247 m3x106

Construction Dates

Start of Project: -/93

Start of RCC: -/93

End of RCC: -/95

End of Project: -/95

Specifications

Height: 79 metres

Length: 674 metres

Volume of RCC: 674 m3x103

Total volume: 734 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower / Irrigation / Navigation

River: Hongshuihe

Reservoir capacity: 340 m3x106

Construction Dates

Start of Project: 02/93

Start of RCC: 02/93

End of RCC: 04/96

End of Project: 08/97

Specifications

Height: 34 metres

Length: 710 metres

Volume of RCC: 62 m3x103

Total volume: 80 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.70RCC against precast concrete blocks  [stepped face]
Spillway
SlopeType
0.70Traditional concrete against precast concrete panels  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
73
99
Pozzolan (kg/m3)Pozzolan Type
110Low-lime flyash (ASTM Class F)
60 
Photo coming soon

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Gayahe

Reservoir capacity: 10 m3x106

Construction Dates

Start of Project: 08/92

Start of RCC: 08/92

End of RCC: 12/96

End of Project: 08/97

Specifications

Height: 37 metres

Length: 337 metres

Volume of RCC: 78 m3x103

Total volume: 100 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.75RCC against precast concrete blocks
Spillway
SlopeType
ogeeTraditional concrete against formwork
0.70Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
3001000

Cementitious material

Cement (kg/m3)
60
Pozzolan (kg/m3)Pozzolan Type
120Low-lime flyash (ASTM Class F)
  
Photo coming soon

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

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

River: Douzan

Reservoir capacity: 53 m3x106

Construction Dates

Start of Project: 02/92

Start of RCC: 02/92

End of RCC: 02/97

End of Project: 03/00

Specifications

Height: 111 metres

Length: 250 metres

Volume of RCC: 355 m3x103

Total volume: 510 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
250750
 1000

Cementitious material

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

Full Dam Information

Details

Country: Greece

Owner: -

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Nestos

Reservoir capacity: 84 m3x106

Construction Dates

Start of Project: 01/89

Start of RCC: 01/89

End of RCC: 03/97

End of Project: 06/99

Specifications

Height: 95 metres

Length: 305 metres

Volume of RCC: 420 m3x103

Total volume: 440 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.10Slip-formed/extruded facing elements
Downstream
SlopeType
0.75Slip-formed/extruded facing elements  [stepped face]
Spillway
SlopeType
0.75Reinforced concrete cast against precast units or slip-formed facing elements

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
50
Pozzolan (kg/m3)Pozzolan Type
225High-lime flyash (ASTM Class C)
  
Platanovryssi completed
Platanovryssi completed

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

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

River: Dahexi

Reservoir capacity: 223 m3x106

Construction Dates

Start of Project: 10/93

Start of RCC: 10/93

End of RCC: 05/97

End of Project: 07/97

Specifications

Height: 83 metres

Length: 390 metres

Volume of RCC: 320 m3x103

Total volume: 458 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: Spain

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: Salado

Reservoir capacity: 35 m3x106

Construction Dates

Start of Project: 07/96

Start of RCC: 07/96

End of RCC: 07/97

End of Project: 10/97

Specifications

Height: 45 metres

Length: 184 metres

Volume of RCC: 65 m3x103

Total volume: 75 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC 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)
57
Pozzolan (kg/m3)Pozzolan Type
133Low-lime flyash (ASTM Class F)
  
Atance completed
Atance completed

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

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

River: Sorachi

Reservoir capacity: 108 m3x106

Construction Dates

Start of Project: 10/90

Start of RCC: 10/90

End of RCC: 07/97

End of Project: 06/00

Specifications

Height: 50 metres

Length: 445 metres

Volume of RCC: 327 m3x103

Total volume: 455 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
250750

Cementitious material

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

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

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

River: Meixihe

Reservoir capacity: 95 m3x106

Construction Dates

Start of Project: 01/95

Start of RCC: 01/95

End of RCC: 10/97

End of Project: 12/97

Specifications

Height: 60 metres

Length: 221 metres

Volume of RCC: 113 m3x103

Total volume: 172 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

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

River: Qinglonghe

Reservoir capacity: 859 m3x106

Construction Dates

Start of Project: 11/92

Start of RCC: 11/92

End of RCC: 12/97

End of Project: -/98

Specifications

Height: 75 metres

Length: 500 metres

Volume of RCC: 585 m3x103

Total volume: 1350 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: Morocco

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Sraa

Reservoir capacity: 56 m3x106

Construction Dates

Start of Project: 05/95

Start of RCC: 05/95

End of RCC: 05/98

End of Project: 09/98

Specifications

Height: 55 metres

Length: 174 metres

Volume of RCC: 165 m3x103

Total volume: 186 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

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

River: Hienuki

Reservoir capacity: 17 m3x106

Construction Dates

Start of Project: 03/93

Start of RCC: 03/93

End of RCC: 06/98

End of Project: 03/00

Specifications

Height: 74 metres

Length: 333 metres

Volume of RCC: 141 m3x103

Total volume: 333 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
250750

Cementitious material

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

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

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

River: Bonji

Reservoir capacity: 65 m3x106

Construction Dates

Start of Project: 08/88

Start of RCC: 08/88

End of RCC: 10/98

End of Project: 03/01

Specifications

Height: 123 metres

Length: 393 metres

Volume of RCC: 731 m3x103

Total volume: 1160 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
250750
 1000

Cementitious material

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

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

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

River: Capiibaribe

Reservoir capacity: 327 m3x106

Construction Dates

Start of Project: 07/96

Start of RCC: 07/96

End of RCC: 10/98

End of Project: -/99

Specifications

Height: 63 metres

Length: 442 metres

Volume of RCC: 442 m3x103

Total volume: 470 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: Spain

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Segre

Reservoir capacity: 402 m3x106

Construction Dates

Start of Project: 01/93

Start of RCC: 01/93

End of RCC: 12/98

End of Project: 01/00

Specifications

Height: 99 metres

Length: 630 metres

Volume of RCC: 980 m3x103

Total volume: 1016 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
330330

Cementitious material

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

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): Hydropower / Irrigation

River: Nanxi

Reservoir capacity: 7 m3x106

Construction Dates

Start of Project: -/94

Start of RCC: -/94

End of RCC: -/98

End of Project: -/99

Specifications

Height: 47 metres

Length: 235 metres

Volume of RCC: -

Total volume: 240 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

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

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

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

River: Loushui

Reservoir capacity: 1741 m3x106

Construction Dates

Start of Project: 07/95

Start of RCC: 07/95

End of RCC: 04/99

End of Project: -/01

Specifications

Height: 131 metres

Length: 368 metres

Volume of RCC: 1100 m3x103

Total volume: 1310 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
3003000

Cementitious material

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

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

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

River: Hailanhe

Reservoir capacity: 21 m3x106

Construction Dates

Start of Project: 09/97

Start of RCC: 09/97

End of RCC: 04/99

End of Project: 09/99

Specifications

Height: 29 metres

Length: 271 metres

Volume of RCC: 44 m3x103

Total volume: 77 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
3002000

Cementitious material

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

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

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

River: Dalinghe

Reservoir capacity: 1645 m3x106

Construction Dates

Start of Project: 09/96

Start of RCC: 09/96

End of RCC: 09/99

End of Project: 12/00

Specifications

Height: 49 metres

Length: 513 metres

Volume of RCC: 111 m3x103

Total volume: 603 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: Mexico

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: Álomo & Soso

Reservoir capacity: 124 m3x106

Construction Dates

Start of Project: 08/98

Start of RCC: 08/98

End of RCC: 12/99

End of Project: 11/00

Specifications

Height: 32 metres

Length: 2795 metres

Volume of RCC: 221 m3x103

Total volume: 316 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Itapicuru-açu

Reservoir capacity: 39 m3x106

Construction Dates

Start of Project: 05/98

Start of RCC: 05/98

End of RCC: 12/99

End of Project: 02/00

Specifications

Height: 26 metres

Length: 266 metres

Volume of RCC: 90 m3x103

Total volume: 105 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: Colombia

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: Chenche

Reservoir capacity: -

Construction Dates

Start of Project: -/97

Start of RCC: -/97

End of RCC: -/99

End of Project: -/00

Specifications

Height: 24 metres

Length: -

Volume of RCC: 75 m3x103

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
75
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Photo coming soon

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

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

River: Kubusu

Reservoir capacity: 10 m3x106

Construction Dates

Start of Project: 03/93

Start of RCC: 03/93

End of RCC: -/99

End of Project: 10/02

Specifications

Height: 95 metres

Length: 253 metres

Volume of RCC: 364 m3x103

Total volume: 469 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
250750

Cementitious material

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

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

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

River: Sutu

Reservoir capacity: 19 m3x106

Construction Dates

Start of Project: 03/93

Start of RCC: 03/93

End of RCC: 04/00

End of Project: 03/03

Specifications

Height: 72 metres

Length: 334 metres

Volume of RCC: 284 m3x103

Total volume: 362 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
250750

Cementitious material

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

Full Dam Information

Details

Country: USA

Owner: -

Type: Gravity

Purpose(s): Irrigation / Recreation

River: Trout Creek

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 08/99

Start of RCC: 08/99

End of RCC: 05/00

End of Project: 07/00

Specifications

Height: 31 metres

Length: 38 metres

Volume of RCC: 9 m3x103

Total volume: 10 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)
163
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Trout Creek completed
Trout Creek completed

Full Dam Information

Details

Country: Algeria

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: El Kebir

Reservoir capacity: 963 m3x106

Construction Dates

Start of Project: 01/93

Start of RCC: 01/93

End of RCC: 07/00

End of Project: 12/00

Specifications

Height: 118 metres

Length: 714 metres

Volume of RCC: 1690 m3x103

Total volume: 1900 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: Miya

Reservoir capacity: 10 m3x106

Construction Dates

Start of Project: 03/94

Start of RCC: 03/94

End of RCC: 08/00

End of Project: 03/03

Specifications

Height: 69 metres

Length: 325 metres

Volume of RCC: 393 m3x103

Total volume: 480 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.83Traditional concrete against formwork
Spillway
SlopeType
0.83Traditional 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)
  
Shinmiyagawa completed
Shinmiyagawa completed

Full Dam Information

Details

Country: Jordan

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: Wadi al Hasa

Reservoir capacity: 17 m3x106

Construction Dates

Start of Project: 02/99

Start of RCC: 02/99

End of RCC: 12/00

End of Project: 09/01

Specifications

Height: 60 metres

Length: 270 metres

Volume of RCC: 250 m3x103

Total volume: 250 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork (GEVR/GE-RCC)
1.00 
Downstream
SlopeType
0.80RCC against formwork (GEVR/GE-RCC)  [stepped face]
Spillway
SlopeType
0.80RCC against formwork (GEVR/GE-RCC)  [stepped face]

Placement

Layers (mm)Lifts (mm)
3001200

Cementitious material

Cement (kg/m3)
125
120
Pozzolan (kg/m3)Pozzolan Type
75Natural pozzolan (ASTM Class N)
50 
Tannur completed
Tannur completed

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

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

River: Apodi

Reservoir capacity: 600 m3x106

Construction Dates

Start of Project: -/98

Start of RCC: -/98

End of RCC: -/00

End of Project: -/01

Specifications

Height: 58 metres

Length: 1660 metres

Volume of RCC: 1023 m3x103

Total volume: 1120 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: Tunisia

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: R’mil

Reservoir capacity: 44 m3x106

Construction Dates

Start of Project: 08/99

Start of RCC: 08/99

End of RCC: 05/01

End of Project: 11/01

Specifications

Height: 18 metres

Length: 260 metres

Volume of RCC: 64 m3x103

Total volume: 160 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC supported by fill shoulders
Downstream
SlopeType
0.90Mechanically compacted unformed face of RCC
Spillway
SlopeType
0.90Reinforced conventional concrete cast after RCC placement  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
100
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
R'mil completed
R'mil completed

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): Hydropower / Irrigation / Water Supply

River: Taxi

Reservoir capacity: 80 m3x106

Construction Dates

Start of Project: 06/98

Start of RCC: 06/98

End of RCC: 06/01

End of Project: 10/01

Specifications

Height: 110 metres

Length: 176 metres

Volume of RCC: 188 m3x103

Total volume: 211 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
3003000

Cementitious material

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

Full Dam Information

Details

Country: UAE

Owner: -

Type: Gravity

Purpose(s): Groundwater Recharge / Irrigation

River: -

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: -/00

Start of RCC: -/00

End of RCC: 06/01

End of Project: -/01

Specifications

Height: 19 metres

Length: 100 metres

Volume of RCC: 9 m3x103

Total volume: 10 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

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

River: Chubetu

Reservoir capacity: 93 m3x106

Construction Dates

Start of Project: 03/94

Start of RCC: 03/94

End of RCC: 08/01

End of Project: 03/04

Specifications

Height: 86 metres

Length: 290 metres

Volume of RCC: 523 m3x103

Total volume: 1007 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
250750
 1000

Cementitious material

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

Full Dam Information

Details

Country: UAE

Owner: -

Type: Gravity

Purpose(s): Groundwater Recharge / Irrigation

River: -

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: -/00

Start of RCC: -/00

End of RCC: 10/01

End of Project: -/01

Specifications

Height: 24 metres

Length: 105 metres

Volume of RCC: 18 m3x103

Total volume: 20 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

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

River: Congonhas

Reservoir capacity: 800 m3x106

Construction Dates

Start of Project: 10/99

Start of RCC: 10/99

End of RCC: 12/01

End of Project: -/02

Specifications

Height: 85 metres

Length: 668 metres

Volume of RCC: 890 m3x103

Total volume: 1030 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

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

River: Dalinghe

Reservoir capacity: 217 m3x106

Construction Dates

Start of Project: -/96

Start of RCC: -/96

End of RCC: -/01

End of Project: -/02

Specifications

Height: 35 metres

Length: 383 metres

Volume of RCC: 87 m3x103

Total volume: 220 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

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

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

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

River: do Carmo

Reservoir capacity: 293 m3x106

Construction Dates

Start of Project: -/98

Start of RCC: -/98

End of RCC: -/01

End of Project: -/01

Specifications

Height: 42 metres

Length: 2308 metres

Volume of RCC: 655 m3x103

Total volume: 660 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

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

River: Biliuhe

Reservoir capacity: 89 m3x106

Construction Dates

Start of Project: -/98

Start of RCC: -/98

End of RCC: -/01

End of Project: -/02

Specifications

Height: 50 metres

Length: 267 metres

Volume of RCC: 218 m3x103

Total volume: 233 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

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

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

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

River: Itapicuru

Reservoir capacity: -

Construction Dates

Start of Project: -/00

Start of RCC: -/00

End of RCC: -/01

End of Project: -/01

Specifications

Height: 24 metres

Length: 1090 metres

Volume of RCC: 42 m3x103

Total volume: 60 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

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

River: Curimatá

Reservoir capacity: 24 m3x106

Construction Dates

Start of Project: -/97

Start of RCC: -/97

End of RCC: -/01

End of Project: 11/02

Specifications

Height: 26 metres

Length: 300 metres

Volume of RCC: 12 m3x103

Total volume: 14 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Xiaoxihe

Reservoir capacity: 5 m3x106

Construction Dates

Start of Project: -/99

Start of RCC: -/99

End of RCC: -/01

End of Project: -/02

Specifications

Height: 62 metres

Length: 103 metres

Volume of RCC: 47 m3x103

Total volume: 66 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: Thailand

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: Mae Suai

Reservoir capacity: 73 m3x106

Construction Dates

Start of Project: 11/99

Start of RCC: 11/99

End of RCC: 01/02

End of Project: 07/02

Specifications

Height: 59 metres

Length: 340 metres

Volume of RCC: 300 m3x103

Total volume: 350 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.15RCC supported by fill shoulders
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)
70
Pozzolan (kg/m3)Pozzolan Type
80  toLow-lime flyash (ASTM Class F)
  
Mae Suai completed
Mae Suai completed

Full Dam Information

Details

Country: Bolivia

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: Comarapa

Reservoir capacity: 10 m3x106

Construction Dates

Start of Project: 08/00

Start of RCC: 08/00

End of RCC: 02/02

End of Project: 06/02

Specifications

Height: 52 metres

Length: 154 metres

Volume of RCC: 72 m3x103

Total volume: 77 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork (GEVR/GE-RCC)
Downstream
SlopeType
0.22RCC against formwork (GEVR/GE-RCC)
0.75RCC against formwork (GEVR/GE-RCC)  [stepped face]
Spillway
SlopeType
0.75RCC against formwork (GEVR/GE-RCC)  [stepped face]

Placement

Layers (mm)Lifts (mm)
305305

Cementitious material

Cement (kg/m3)
140
Pozzolan (kg/m3)Pozzolan Type
100Natural pozzolan (ASTM Class N)
  
La Cañada completed
La Cañada completed

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Yangxishui

Reservoir capacity: 100 m3x106

Construction Dates

Start of Project: 12/00

Start of RCC: 12/00

End of RCC: 11/02

End of Project: 06/03

Specifications

Height: 82 metres

Length: 244 metres

Volume of RCC: 241 m3x103

Total volume: 340 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
0.70Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Quixeré

Reservoir capacity: 26 m3x106

Construction Dates

Start of Project: -/01

Start of RCC: -/01

End of RCC: 11/02

End of Project: -/03

Specifications

Height: 19 metres

Length: 700 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

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

River: Ohkita

Reservoir capacity: 17 m3x106

Construction Dates

Start of Project: 11/94

Start of RCC: 11/94

End of RCC: 12/02

End of Project: 03/05

Specifications

Height: 65 metres

Length: 462 metres

Volume of RCC: 270 m3x103

Total volume: 531 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
250750

Cementitious material

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

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Pasto Velho

Reservoir capacity: 11 m3x106

Construction Dates

Start of Project: -/00

Start of RCC: -/00

End of RCC: -/02

End of Project: -/03

Specifications

Height: 27 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

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

Full Dam Information

Details

Country: Jordan

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Mujib

Reservoir capacity: 35 m3x106

Construction Dates

Start of Project: 01/99

Start of RCC: 01/99

End of RCC: 02/03

End of Project: 11/03

Specifications

Height: 67 metres

Length: 490 metres

Volume of RCC: 654 m3x103

Total volume: 694 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: Morocco

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Izig

Reservoir capacity: 5 m3x106

Construction Dates

Start of Project: 11/01

Start of RCC: 11/01

End of RCC: 05/03

End of Project: 01/04

Specifications

Height: 49 metres

Length: 222 metres

Volume of RCC: 50 m3x103

Total volume: 27 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): Hydropower / Irrigation

River: Linhe

Reservoir capacity: 147 m3x106

Construction Dates

Start of Project: -/99

Start of RCC: -/99

End of RCC: 06/03

End of Project: -/04

Specifications

Height: 100 metres

Length: 311 metres

Volume of RCC: 229 m3x103

Total volume: 293 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
3003000

Cementitious material

Cement (kg/m3)
74
66
Pozzolan (kg/m3)Pozzolan Type
111Low-lime flyash (ASTM Class F)
111 
Linhekou completed
Linhekou completed

Full Dam Information

Details

Country: South Africa

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Luvuvhu

Reservoir capacity: 164 m3x106

Construction Dates

Start of Project: 04/98

Start of RCC: 04/98

End of RCC: 08/03

End of Project: 04/04

Specifications

Height: 47 metres

Length: 392 metres

Volume of RCC: 150 m3x103

Total volume: 316 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
250250

Cementitious material

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

Full Dam Information

Details

Country: Morocco

Owner: -

Type: Gravity

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

River: Moulouya

Reservoir capacity: 400 m3x106

Construction Dates

Start of Project: 02/01

Start of RCC: 02/01

End of RCC: 04/04

End of Project: 03/05

Specifications

Height: 115 metres

Length: 577 metres

Volume of RCC: 590 m3x103

Total volume: 690 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: Thailand

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: Nakhon Nayok

Reservoir capacity: 224 m3x106

Construction Dates

Start of Project: 11/99

Start of RCC: 11/99

End of RCC: 07/04

End of Project: 01/05

Specifications

Height: 95 metres

Length: 2600 metres

Volume of RCC: 4900 m3x103

Total volume: 5400 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalSlip-formed/extruded facing elements
0.40 
Downstream
SlopeType
0.80Slip-formed/extruded facing elements  [stepped face]
Spillway
SlopeType
0.80Slip-formed/extruded facing elements  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
90
Pozzolan (kg/m3)Pozzolan Type
100Low-lime flyash (ASTM Class F)
  
Khun Dan Prakan Chon (formerly Tha Dan) completed
Khun Dan Prakan Chon (formerly Tha Dan) completed

Full Dam Information

Details

Country: Portugal

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation

River: Guadiana

Reservoir capacity: 106 m3x106

Construction Dates

Start of Project: 08/02

Start of RCC: 08/02

End of RCC: 08/04

End of Project: -/05

Specifications

Height: 43 metres

Length: 448 metres

Volume of RCC: 172 m3x103

Total volume: 392 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
55
Pozzolan (kg/m3)Pozzolan Type
165Low-lime flyash (ASTM Class F)
  
Pedrógão completed
Pedrógão completed

Full Dam Information

Details

Country: Morocco

Owner: -

Type: Gravity

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

River: Zamrine

Reservoir capacity: 56 m3x106

Construction Dates

Start of Project: 05/03

Start of RCC: 05/03

End of RCC: 09/04

End of Project: 05/05

Specifications

Height: 66 metres

Length: 220 metres

Volume of RCC: 190 m3x103

Total volume: 215 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower / Irrigation / Navigation

River: Xijiang

Reservoir capacity: 950 m3x106

Construction Dates

Start of Project: -/02

Start of RCC: -/02

End of RCC: -/04

End of Project: -/05

Specifications

Height: 66 metres

Length: 586 metres

Volume of RCC: 50 m3x103

Total volume: 210 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
  
  
Letan completed
Letan completed

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

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

River: Wu

Reservoir capacity: 11 m3x106

Construction Dates

Start of Project: -/02

Start of RCC: -/02

End of RCC: -/04

End of Project: -/05

Specifications

Height: 81 metres

Length: 180 metres

Volume of RCC: 105 m3x103

Total volume: 110 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.10 
Downstream
SlopeType
0.76 
Spillway
SlopeType
0.76 

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

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

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Itapicuru-aço

Reservoir capacity: 17 m3x106

Construction Dates

Start of Project: -/01

Start of RCC: -/01

End of RCC: -/04

End of Project: -/05

Specifications

Height: 45 metres

Length: 191 metres

Volume of RCC: 75 m3x103

Total volume: 85 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Paraguaçu

Reservoir capacity: 112 m3x106

Construction Dates

Start of Project: -/02

Start of RCC: -/02

End of RCC: -/04

End of Project: -/05

Specifications

Height: 19 metres

Length: 320 metres

Volume of RCC: 75 m3x103

Total volume: 85 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: Mexico

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: San Lorenzo

Reservoir capacity: 14 m3x106

Construction Dates

Start of Project: 11/03

Start of RCC: 11/03

End of RCC: 04/05

End of Project: 06/05

Specifications

Height: 30 metres

Length: 218 metres

Volume of RCC: 42 m3x103

Total volume: 60 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against precast concrete panels with geomembrane
1.00 
Downstream
SlopeType
1.00RCC against formwork  [stepped face]
Spillway
SlopeType
1.00Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
120
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Amata completed
Amata completed

Full Dam Information

Details

Country: Iran

Owner: -

Type: Gravity

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

River: Jahgin

Reservoir capacity: 300 m3x106

Construction Dates

Start of Project: 12/01

Start of RCC: 12/01

End of RCC: 05/05

End of Project: 09/07

Specifications

Height: 78 metres

Length: 220 metres

Volume of RCC: 232 m3x103

Total volume: 382 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): Hydropower / Irrigation / Water Supply

River: Sidu

Reservoir capacity: 70 m3x106

Construction Dates

Start of Project: 12/03

Start of RCC: 12/03

End of RCC: 05/05

End of Project: 10/05

Specifications

Height: 107 metres

Length: 206 metres

Volume of RCC: 166 m3x103

Total volume: 255 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
3003000

Cementitious material

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

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

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

River: Wu

Reservoir capacity: 201 m3x106

Construction Dates

Start of Project: 10/00

Start of RCC: 10/00

End of RCC: 08/05

End of Project: 03/06

Specifications

Height: 122 metres

Length: 165 metres

Volume of RCC: 421 m3x103

Total volume: 739 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
3003000

Cementitious material

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

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

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

River: Kido

Reservoir capacity: 19 m3x106

Construction Dates

Start of Project: 10/00

Start of RCC: 10/00

End of RCC: 08/05

End of Project: 03/08

Specifications

Height: 94 metres

Length: 350 metres

Volume of RCC: 291 m3x103

Total volume: 501 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
250750
 1000

Cementitious material

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

Full Dam Information

Details

Country: Australia

Owner: -

Type: Gravity

Purpose(s): Flood Control / Irrigation

River: Burnett

Reservoir capacity: 300 m3x106

Construction Dates

Start of Project: 11/03

Start of RCC: 11/03

End of RCC: 09/05

End of Project: 11/05

Specifications

Height: 50 metres

Length: 940 metres

Volume of RCC: 400 m3x103

Total volume: 400 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against precast concrete panels with geomembrane
Downstream
SlopeType
0.64RCC against formwork  [stepped face]
Spillway
SlopeType
0.64Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
310310

Cementitious material

Cement (kg/m3)
63
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Paradise (formerly Burnett River) completed
Paradise (formerly Burnett River) completed

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: Itambé

Reservoir capacity: 21 m3x106

Construction Dates

Start of Project: -/03

Start of RCC: -/03

End of RCC: -/05

End of Project: -/06

Specifications

Height: 30 metres

Length: 306 metres

Volume of RCC: 50 m3x103

Total volume: -

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
80
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Artur Tavares de Melo completed
Artur Tavares de Melo completed

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

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

River: Daxi

Reservoir capacity: 85 m3x106

Construction Dates

Start of Project: -/03

Start of RCC: -/03

End of RCC: -/05

End of Project: -/06

Specifications

Height: 71 metres

Length: 243 metres

Volume of RCC: 231 m3x103

Total volume: 244 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

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

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

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

River: Youjiang

Reservoir capacity: 5660 m3x106

Construction Dates

Start of Project: 12/01

Start of RCC: 12/01

End of RCC: 04/06

End of Project: 07/06

Specifications

Height: 130 metres

Length: 720 metres

Volume of RCC: 1995 m3x103

Total volume: 2672 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
3003000

Cementitious material

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

Full Dam Information

Details

Country: Venezuela

Owner: -

Type: Gravity

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

River: El Guapo

Reservoir capacity: 141 m3x106

Construction Dates

Start of Project: 08/05

Start of RCC: 08/05

End of RCC: 12/06

End of Project: 08/07

Specifications

Height: 50 metres

Length: 138 metres

Volume of RCC: 320 m3x103

Total volume: 342 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Quan

Reservoir capacity: 20 m3x106

Construction Dates

Start of Project: -/04

Start of RCC: -/04

End of RCC: -/06

End of Project: -/07

Specifications

Height: 88 metres

Length: 160 metres

Volume of RCC: -

Total volume: 205 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: Iran

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: Tang Charkhi

Reservoir capacity: 15 m3x106

Construction Dates

Start of Project: -/03

Start of RCC: -/03

End of RCC: -/06

End of Project: -/08

Specifications

Height: 19 metres

Length: 160 metres

Volume of RCC: 22 m3x103

Total volume: 28 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
  
  
Khasooyeh completed
Khasooyeh completed

Full Dam Information

Details

Country: Mongolia

Owner: -

Type: Gravity

Purpose(s): Hydropower / Irrigation / Water Supply

River: Zabkhan

Reservoir capacity: 930 m3x106

Construction Dates

Start of Project: 02/05

Start of RCC: 02/05

End of RCC: 06/07

End of Project: 12/07

Specifications

Height: 60 metres

Length: 200 metres

Volume of RCC: 210 m3x103

Total volume: 250 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
333333

Cementitious material

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

Full Dam Information

Details

Country: Australia

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Meander

Reservoir capacity: 43 m3x106

Construction Dates

Start of Project: 01/06

Start of RCC: 01/06

End of RCC: 08/07

End of Project: 12/07

Specifications

Height: 47 metres

Length: 180 metres

Volume of RCC: 85 m3x103

Total volume: 85 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: Vietnam

Owner: -

Type: Gravity

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

River: Kon

Reservoir capacity: 226 m3x106

Construction Dates

Start of Project: 05/02

Start of RCC: 05/02

End of RCC: 12/07

End of Project: 12/08

Specifications

Height: 55 metres

Length: 571 metres

Volume of RCC: 183 m3x103

Total volume: 430 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300900

Cementitious material

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

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

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

River: Lituohe

Reservoir capacity: 58 m3x106

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/07

End of Project: -/08

Specifications

Height: 56 metres

Length: 193 metres

Volume of RCC: 162 m3x103

Total volume: 354 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

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

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

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

River: Menghe

Reservoir capacity: 11 m3x106

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/07

End of Project: -/08

Specifications

Height: 78 metres

Length: 215 metres

Volume of RCC: 160 m3x103

Total volume: 249 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

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

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

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

River: Dongpi

Reservoir capacity: 480 m3x106

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/07

End of Project: 04/09

Specifications

Height: 105 metres

Length: 422 metres

Volume of RCC: 485 m3x103

Total volume: 600 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
3003000

Cementitious material

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

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

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

River: Wujiang

Reservoir capacity: 1593 m3x106

Construction Dates

Start of Project: 11/05

Start of RCC: 11/05

End of RCC: 03/08

End of Project: -/09

Specifications

Height: 117 metres

Length: 310 metres

Volume of RCC: 825 m3x103

Total volume: 1100 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)
  

Cementitious material

Cement (kg/m3)
66
89
Pozzolan (kg/m3)Pozzolan Type
100Low-lime flyash (ASTM Class F)
109 
Silin completed
Silin completed

Full Dam Information

Details

Country: Morocco

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Khellata

Reservoir capacity: 11 m3x106

Construction Dates

Start of Project: 01/07

Start of RCC: 01/07

End of RCC: 07/08

End of Project: 11/08

Specifications

Height: 30 metres

Length: 213 metres

Volume of RCC: 60 m3x103

Total volume: 78 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: Spain

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: Guadiato

Reservoir capacity: 823 m3x106

Construction Dates

Start of Project: 06/05

Start of RCC: 06/05

End of RCC: 10/08

End of Project: 12/08

Specifications

Height: 119 metres

Length: 685 metres

Volume of RCC: 1441 m3x103

Total volume: 1600 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.05RCC against formwork (GEVR/GE-RCC)
0.30RCC against formwork (GEVR/GE-RCC)
Downstream
SlopeType
0.75RCC against formwork (GEVR/GE-RCC)  [stepped face]
Spillway
SlopeType
0.75RCC against formwork (GEVR/GE-RCC)  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
69
Pozzolan (kg/m3)Pozzolan Type
115  &Low-lime flyash (ASTM Class F)
46 
La Breña II completed
La Breña II completed

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

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

River: Toppu

Reservoir capacity: 36 m3x106

Construction Dates

Start of Project: 07/02

Start of RCC: 07/02

End of RCC: 10/08

End of Project: 03/14

Specifications

Height: 78 metres

Length: 309 metres

Volume of RCC: 440 m3x103

Total volume: 530 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
2501000

Cementitious material

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

Full Dam Information

Details

Country: Pakistan

Owner: -

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Jhelum

Reservoir capacity: 6500 m3x106

Construction Dates

Start of Project: 08/04

Start of RCC: 08/04

End of RCC: 11/08

End of Project: 01/09

Specifications

Height: 17 metres

Length: 370 metres

Volume of RCC: 54 m3x103

Total volume: 79 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork (GEVR/GE-RCC)
0.30RCC against formwork (GEVR/GE-RCC)  [stepped face]
Downstream
SlopeType
VerticalRCC against formwork (GEVR/GE-RCC)
0.70RCC against formwork (GEVR/GE-RCC)  [stepped face]
Spillway
SlopeType
0.70RCC against formwork (GEVR/GE-RCC)  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
60
Pozzolan (kg/m3)Pozzolan Type
120Ground-granulated blast-furnace slag
  
Mangla Emergency Spillway Control Weir completed
Mangla Emergency Spillway Control Weir completed

Full Dam Information

Details

Country: Morocco

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: Chbika

Reservoir capacity: 2 m3x106

Construction Dates

Start of Project: -/04

Start of RCC: -/04

End of RCC: -/08

End of Project: -/09

Specifications

Height: 24 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
  
  
Chibka on Google Earth
Chibka on Google Earth

Full Dam Information

Details

Country: Morocco

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: El Handak

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/08

End of Project: -/09

Specifications

Height: 27 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
El Handak on Google Earth
El Handak on Google Earth

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Changxi

Reservoir capacity: 1465 m3x106

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/08

End of Project: -/09

Specifications

Height: 117 metres

Length: 326 metres

Volume of RCC: 608 m3x103

Total volume: 1330 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
64
81
Pozzolan (kg/m3)Pozzolan Type
96Low-lime flyash (ASTM Class F)
121 
Pengshui completed
Pengshui completed

Full Dam Information

Details

Country: Mexico

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Presidio

Reservoir capacity: 322 m3x106

Construction Dates

Start of Project: 02/07

Start of RCC: 02/07

End of RCC: -/08

End of Project: -/09

Specifications

Height: 85 metres

Length: 256 metres

Volume of RCC: 85 m3x103

Total volume: -

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
3003000

Cementitious material

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

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

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

River: Kase

Reservoir capacity: 71 m3x106

Construction Dates

Start of Project: 02/05

Start of RCC: 02/05

End of RCC: 06/09

End of Project: 03/12

Specifications

Height: 99 metres

Length: 456 metres

Volume of RCC: 830 m3x103

Total volume: 948 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
2501000

Cementitious material

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

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

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

River: Fu

Reservoir capacity: 572 m3x106

Construction Dates

Start of Project: 10/04

Start of RCC: 10/04

End of RCC: -/09

End of Project: -/10

Specifications

Height: 120 metres

Length: 631 metres

Volume of RCC: 1151 m3x103

Total volume: 1580 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

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

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower / Irrigation / Water Supply

River: Xijiang

Reservoir capacity: 26 m3x106

Construction Dates

Start of Project: -/04

Start of RCC: -/04

End of RCC: -/09

End of Project: -/12

Specifications

Height: 74 metres

Length: 190 metres

Volume of RCC: 230 m3x103

Total volume: 240 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
0.75 
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

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

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Tijuco

Reservoir capacity: 2 m3x106

Construction Dates

Start of Project: -/07

Start of RCC: -/07

End of RCC: -/09

End of Project: 03/10

Specifications

Height: 16 metres

Length: 156 metres

Volume of RCC: 13 m3x103

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

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

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Parnaiba

Reservoir capacity: 293 m3x106

Construction Dates

Start of Project: -/07

Start of RCC: -/07

End of RCC: -/09

End of Project: -/10

Specifications

Height: 48 metres

Length: 870 metres

Volume of RCC: 293 m3x103

Total volume: 306 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

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

Full Dam Information

Details

Country: Morocco

Owner: -

Type: Gravity

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

River: Sehb el Merga

Reservoir capacity: 7 m3x106

Construction Dates

Start of Project: 06/07

Start of RCC: 06/07

End of RCC: -/09

End of Project: -/10

Specifications

Height: 37 metres

Length: 480 metres

Volume of RCC: 85 m3x103

Total volume: 95 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

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

River: Çine

Reservoir capacity: 350 m3x106

Construction Dates

Start of Project: 12/95

Start of RCC: 12/95

End of RCC: 04/10

End of Project: 10/11

Specifications

Height: 137 metres

Length: 300 metres

Volume of RCC: 1560 m3x103

Total volume: 1650 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: Iran

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Kajoo

Reservoir capacity: 207 m3x106

Construction Dates

Start of Project: 11/02

Start of RCC: 11/02

End of RCC: 08/10

End of Project: 11/10

Specifications

Height: 65 metres

Length: 350 metres

Volume of RCC: 265 m3x103

Total volume: 437 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: Morocco

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Al Mal

Reservoir capacity: 25 m3x106

Construction Dates

Start of Project: 01/08

Start of RCC: 01/08

End of RCC: 09/10

End of Project: 04/11

Specifications

Height: 75 metres

Length: 408 metres

Volume of RCC: 415 m3x103

Total volume: 490 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: Vietnam

Owner: -

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Tra Kluc

Reservoir capacity: 290 m3x106

Construction Dates

Start of Project: 10/07

Start of RCC: 10/07

End of RCC: 12/10

End of Project: 05/11

Specifications

Height: 69 metres

Length: 518 metres

Volume of RCC: 446 m3x103

Total volume: 600 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
125
80
Pozzolan (kg/m3)Pozzolan Type
218Natural pozzolan (ASTM Class N)
230 
Photo coming soon

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower / Irrigation / Navigation

River: Bei

Reservoir capacity: 374 m3x106

Construction Dates

Start of Project: -/08

Start of RCC: -/08

End of RCC: -/10

End of Project: -/11

Specifications

Height: 85 metres

Length: 256 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
  
  
Lechangxia completed
Lechangxia completed

Full Dam Information

Details

Country: Mexico

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: El Marqués

Reservoir capacity: 100 m3x106

Construction Dates

Start of Project: 03/08

Start of RCC: 03/08

End of RCC: -/10

End of Project: -/11

Specifications

Height: 90 metres

Length: 375 metres

Volume of RCC: 367 m3x103

Total volume: 451 m3x103

Construction Methods

Facings

Upstream
SlopeType
Vertical 
0.30 
Downstream
SlopeType
1.00 
Spillway
SlopeType
1.00 

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
65
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Francisco J. Múgica (formerly Nueva Italia) completed
Francisco J. Múgica (formerly Nueva Italia) completed

Full Dam Information

Details

Country: Morocco

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Ain Leuh

Reservoir capacity: 2 m3x106

Construction Dates

Start of Project: 10/09

Start of RCC: 10/09

End of RCC: 01/11

End of Project: 10/11

Specifications

Height: 29 metres

Length: 136 metres

Volume of RCC: 18 m3x103

Total volume: 20 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: Spain

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: Guadalope

Reservoir capacity: 18 m3x106

Construction Dates

Start of Project: -/09

Start of RCC: -/09

End of RCC: 02/11

End of Project: 03/11

Specifications

Height: 35 metres

Length: 203 metres

Volume of RCC: 65 m3x103

Total volume: 70 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.20RCC against formwork (GEVR/GE-RCC)  [stepped face]
Downstream
SlopeType
0.60RCC against formwork (GEVR/GE-RCC)  [stepped face]
Spillway
SlopeType
0.60RCC against formwork (GEVR/GE-RCC)  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
65
Pozzolan (kg/m3)Pozzolan Type
153Low-lime flyash (ASTM Class F)
  
El Puente de Santolea completed
El Puente de Santolea completed

Full Dam Information

Details

Country: Argentina

Owner: -

Type: Gravity

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

River: Las Tunas

Reservoir capacity: 101 m3x106

Construction Dates

Start of Project: 02/09

Start of RCC: 02/09

End of RCC: 02/11

End of Project: 12/11

Specifications

Height: 33 metres

Length: 259 metres

Volume of RCC: 30 m3x103

Total volume: 56 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
200400

Cementitious material

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

Full Dam Information

Details

Country: Pakistan

Owner: -

Type: Arch-Gravity

Purpose(s): Flood Control / Hydropower / Irrigation

River: Gomal

Reservoir capacity: 1424 m3x106

Construction Dates

Start of Project: 07/02

Start of RCC: 07/02

End of RCC: 03/11

End of Project: 09/11

Specifications

Height: 133 metres

Length: 231 metres

Volume of RCC: 390 m3x103

Total volume: 474 m3x103

Construction Methods

Facings

Upstream
SlopeType
Vertical 
Downstream
SlopeType
0.60 
Spillway
SlopeType
0.60 

Placement

Layers (mm)Lifts (mm)
3003000  to
 4000

Cementitious material

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

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

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

River: Yunishi

Reservoir capacity: 75 m3x106

Construction Dates

Start of Project: 08/08

Start of RCC: 08/08

End of RCC: 05/11

End of Project: 09/12

Specifications

Height: 119 metres

Length: 320 metres

Volume of RCC: 967 m3x103

Total volume: 1053 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
2501000

Cementitious material

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

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

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

River: Yubari

Reservoir capacity: 427 m3x106

Construction Dates

Start of Project: 11/03

Start of RCC: 11/03

End of RCC: 09/11

End of Project: 03/15

Specifications

Height: 111 metres

Length: 390 metres

Volume of RCC: 584 m3x103

Total volume: 940 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
250750  &
 1000

Cementitious material

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

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Jinsha

Reservoir capacity: 885 m3x106

Construction Dates

Start of Project: -/08

Start of RCC: -/08

End of RCC: -/11

End of Project: -/12

Specifications

Height: 138 metres

Length: 482 metres

Volume of RCC: -

Total volume: 2707 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
  
  
A’hai completed
A’hai completed

Full Dam Information

Details

Country: France

Owner: -

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Rizzanese

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: -/09

Start of RCC: -/09

End of RCC: 02/12

End of Project: -/12

Specifications

Height: 41 metres

Length: 140 metres

Volume of RCC: 64 m3x103

Total volume: 72 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against precast concrete panels with geomembrane
1.00RCC against precast concrete blocks
Downstream
SlopeType
Vertical 
0.80 
Spillway
SlopeType
0.80 

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: Ghana

Owner: -

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Bui

Reservoir capacity: 12570 m3x106

Construction Dates

Start of Project: 10/07

Start of RCC: 10/07

End of RCC: 05/12

End of Project: 11/14

Specifications

Height: 108 metres

Length: 493 metres

Volume of RCC: 830 m3x103

Total volume: 900 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
3003000

Cementitious material

Cement (kg/m3)
45
61
Pozzolan (kg/m3)Pozzolan Type
85Low-lime flyash (ASTM Class F)
91 
Bui completed
Bui completed

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Emet

Reservoir capacity: 6 m3x106

Construction Dates

Start of Project: 05/10

Start of RCC: 05/10

End of RCC: 09/12

End of Project: 01/13

Specifications

Height: 39 metres

Length: 313 metres

Volume of RCC: 180 m3x103

Total volume: 210 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.10Traditional concrete against formwork with external geomembrane
Downstream
SlopeType
0.75Traditional concrete against formwork
Spillway
SlopeType
0.80Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
80
Pozzolan (kg/m3)Pozzolan Type
40Low-lime flyash (ASTM Class F)
  
Devecikonagi completed
Devecikonagi completed

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Flood Control / Irrigation

River: Manavgat

Reservoir capacity: 104 m3x106

Construction Dates

Start of Project: -/10

Start of RCC: -/10

End of RCC: 01/14

End of Project: 05/14

Specifications

Height: 78 metres

Length: 448 metres

Volume of RCC: 620 m3x103

Total volume: 677 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
110
Pozzolan (kg/m3)Pozzolan Type
90Natural pozzolan (ASTM Class N)
  
Naras completed
Naras completed

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Hydropower / Irrigation / Water Supply

River: Bembo

Reservoir capacity: 11 m3x106

Construction Dates

Start of Project: 09/08

Start of RCC: 09/08

End of RCC: 02/14

End of Project: 11/14

Specifications

Height: 69 metres

Length: 210 metres

Volume of RCC: 162 m3x103

Total volume: 202 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
3001200

Cementitious material

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

Full Dam Information

Details

Country: Iran

Owner: -

Type: Gravity

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

River: Cheshmeh Ashegh

Reservoir capacity: 62 m3x106

Construction Dates

Start of Project: 06/10

Start of RCC: 06/10

End of RCC: 05/14

End of Project: 03/17

Specifications

Height: 60 metres

Length: 375 metres

Volume of RCC: 130 m3x103

Total volume: 250 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300600  -
 900

Cementitious material

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

Full Dam Information

Details

Country: South Korea

Owner: -

Type: Gravity

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

River: Hantan

Reservoir capacity: 270 m3x106

Construction Dates

Start of Project: 02/09

Start of RCC: 02/09

End of RCC: 07/14

End of Project: 12/14

Specifications

Height: 84 metres

Length: 690 metres

Volume of RCC: 650 m3x103

Total volume: 709 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
250750

Cementitious material

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

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation

River: Iwaki

Reservoir capacity: 141 m3x106

Construction Dates

Start of Project: 10/08

Start of RCC: 10/08

End of RCC: 08/14

End of Project: 03/16

Specifications

Height: 97 metres

Length: 342 metres

Volume of RCC: 500 m3x103

Total volume: 717 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
1.00Traditional concrete against formwork
Downstream
SlopeType
0.74Traditional concrete against formwork
Spillway
SlopeType
0.74Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
2501000

Cementitious material

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

Full Dam Information

Details

Country: Morocco

Owner: -

Type: Gravity

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

River: Iriri

Reservoir capacity: 270 m3x106

Construction Dates

Start of Project: 05/10

Start of RCC: 05/10

End of RCC: -/14

End of Project: -/15

Specifications

Height: 84 metres

Length: 202 metres

Volume of RCC: 270 m3x103

Total volume: 380 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

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

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Kura

Reservoir capacity: 148 m3x106

Construction Dates

Start of Project: 01/10

Start of RCC: 01/10

End of RCC: -/14

End of Project: 02/15

Specifications

Height: 159 metres

Length: 230 metres

Volume of RCC: 637 m3x103

Total volume: 780 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
 300

Cementitious material

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

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

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

River: Hailanhe

Reservoir capacity: -

Construction Dates

Start of Project: -/12

Start of RCC: -/12

End of RCC: -/14

End of Project: -/15

Specifications

Height: 41 metres

Length: 271 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
3002000

Cementitious material

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

Full Dam Information

Details

Country: Algeria

Owner: -

Type: Arch-Gravity

Purpose(s): Irrigation / Water Supply

River: Djen Djen

Reservoir capacity: 294 m3x106

Construction Dates

Start of Project: 03/10

Start of RCC: 03/10

End of RCC: 08/15

End of Project: 12/15

Specifications

Height: 121 metres

Length: 366 metres

Volume of RCC: 975 m3x103

Total volume: -

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: Yangılı

Reservoir capacity: 3 m3x106

Construction Dates

Start of Project: -/13

Start of RCC: -/13

End of RCC: -/15

End of Project: -/15

Specifications

Height: 38 metres

Length: 270 metres

Volume of RCC: 71 m3x103

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

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

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: Gelenalan

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: -/13

Start of RCC: -/13

End of RCC: -/15

End of Project: -/15

Specifications

Height: 39 metres

Length: 330 metres

Volume of RCC: 69 m3x103

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
60
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Photo coming soon

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: Hasanderesi

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: -/14

Start of RCC: -/14

End of RCC: -/15

End of Project: -/15

Specifications

Height: 40 metres

Length: 241 metres

Volume of RCC: 69 m3x103

Total volume: -

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
85
Pozzolan (kg/m3)Pozzolan Type
35Low-lime flyash (ASTM Class F)
  
Photo coming soon

Full Dam Information

Details

Country: Serbia

Owner: -

Type: Gravity

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

River: Cmi Timok

Reservoir capacity: 48 m3x106

Construction Dates

Start of Project: -/12

Start of RCC: -/12

End of RCC: -/15

End of Project: -/16

Specifications

Height: 54 metres

Length: 396 metres

Volume of RCC: 175 m3x103

Total volume: 305 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

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

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Sarma

Reservoir capacity: 2 m3x106

Construction Dates

Start of Project: 01/13

Start of RCC: 01/13

End of RCC: 10/16

End of Project: -/17

Specifications

Height: 66 metres

Length: 148 metres

Volume of RCC: 85 m3x103

Total volume: 130 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300 

Cementitious material

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

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: Ardil

Reservoir capacity: 11 m3x106

Construction Dates

Start of Project: 03/13

Start of RCC: 03/13

End of RCC: 12/16

End of Project: 02/17

Specifications

Height: 54 metres

Length: 266 metres

Volume of RCC: 108 m3x103

Total volume: 158 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300600

Cementitious material

Cement (kg/m3)
75
Pozzolan (kg/m3)Pozzolan Type
75 
  
Ardil under construction
Ardil under construction

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Gökırmak

Reservoir capacity: 66 m3x106

Construction Dates

Start of Project: -/99

Start of RCC: -/99

End of RCC: -/16

End of Project: -/17

Specifications

Height: 73 metres

Length: 280 metres

Volume of RCC: 330 m3x103

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
0.10Traditional concrete against formwork
Downstream
SlopeType
0.90Traditional concrete against formwork
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
300 

Cementitious material

Cement (kg/m3)
75
Pozzolan (kg/m3)Pozzolan Type
50Low-lime flyash (ASTM Class F)
  
Photo coming soon

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: -

Reservoir capacity: 3 m3x106

Construction Dates

Start of Project: -/13

Start of RCC: -/13

End of RCC: -/16

End of Project: -/16

Specifications

Height: 18 metres

Length: 196 metres

Volume of RCC: 52 m3x103

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

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

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Kelebek

Reservoir capacity: 23 m3x106

Construction Dates

Start of Project: -/12

Start of RCC: -/12

End of RCC: -/16

End of Project: -/17

Specifications

Height: 62 metres

Length: 193 metres

Volume of RCC: 74 m3x103

Total volume: 97 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Ormanlik

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: -/14

Start of RCC: -/14

End of RCC: -/16

End of Project: 10/17

Specifications

Height: 49 metres

Length: 265 metres

Volume of RCC: 114 m3x103

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

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

Full Dam Information

Details

Country: Morocco

Owner: -

Type: Gravity

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

River: -

Reservoir capacity: 17 m3x106

Construction Dates

Start of Project: -/13

Start of RCC: -/13

End of RCC: -/16

End of Project: -/17

Specifications

Height: 26 metres

Length: 500 metres

Volume of RCC: 55 m3x103

Total volume: 60 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

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

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: İsabeyli Deresi

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: -/14

Start of RCC: -/14

End of RCC: -/16

End of Project: -/17

Specifications

Height: 42 metres

Length: 148 metres

Volume of RCC: 70 m3x103

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

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

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: Limontozu

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: -/14

Start of RCC: -/14

End of RCC: -/16

End of Project: -/17

Specifications

Height: 46 metres

Length: 63 metres

Volume of RCC: 269 m3x103

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

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

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower / Irrigation / Water Supply

River: w

Reservoir capacity: 24 m3x106

Construction Dates

Start of Project: -/14

Start of RCC: -/14

End of RCC: -/16

End of Project: -/17

Specifications

Height: 54 metres

Length: 246 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

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

Full Dam Information

Details

Country: Spain

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Cidacos

Reservoir capacity: 47 m3x106

Construction Dates

Start of Project: -/08

Start of RCC: -/08

End of RCC: 07/17

End of Project: 09/18

Specifications

Height: 103 metres

Length: 376 metres

Volume of RCC: 695 m3x103

Total volume: 765 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: Sri Lanka

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: Amban Ganga

Reservoir capacity: 521 m3x106

Construction Dates

Start of Project: 01/07

Start of RCC: 01/07

End of RCC: -/17

End of Project: 07/18

Specifications

Height: 65 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: Sri Lanka

Owner: -

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Mathatilla Oya

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: -/11

Start of RCC: -/11

End of RCC: -/17

End of Project: -/18

Specifications

Height: 50 metres

Length: 165 metres

Volume of RCC: 40 m3x103

Total volume: 50 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
95
Pozzolan (kg/m3)Pozzolan Type
95Low-lime flyash (ASTM Class F)
  
Dyraaba (part of Uma Oya Project) completed
Dyraaba (part of Uma Oya Project) completed

Full Dam Information

Details

Country: Algeria

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Mellegue

Reservoir capacity: 155 m3x106

Construction Dates

Start of Project: 10/11

Start of RCC: 10/11

End of RCC: -/17

End of Project: -/18

Specifications

Height: 51 metres

Length: 900 metres

Volume of RCC: 245 m3x103

Total volume: 320 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: Argentina

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Albigasta

Reservoir capacity: 38 m3x106

Construction Dates

Start of Project: -/08

Start of RCC: -/08

End of RCC: -/17

End of Project: -/19

Specifications

Height: 64 metres

Length: 380 metres

Volume of RCC: -

Total volume: 279 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

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

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): Irrigation / Water Supply

River: -

Reservoir capacity: 12 m3x106

Construction Dates

Start of Project: -/13

Start of RCC: -/13

End of RCC: -/17

End of Project: -/18

Specifications

Height: 58 metres

Length: 269 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

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

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: Golkum

Reservoir capacity: 15 m3x106

Construction Dates

Start of Project: -/14

Start of RCC: -/14

End of RCC: -/17

End of Project: -/18

Specifications

Height: 54 metres

Length: 229 metres

Volume of RCC: 127 m3x103

Total volume: 161 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300 

Cementitious material

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

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower / Irrigation / Water Supply

River: Ximihe

Reservoir capacity: 17 m3x106

Construction Dates

Start of Project: -/14

Start of RCC: -/14

End of RCC: -/17

End of Project: -/18

Specifications

Height: 88 metres

Length: 147 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

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

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

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

River: Mulenghe

Reservoir capacity: 191 m3x106

Construction Dates

Start of Project: -/15

Start of RCC: -/15

End of RCC: -/17

End of Project: -/18

Specifications

Height: 46 metres

Length: 406 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

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

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

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

River: Dashahe

Reservoir capacity: 196 m3x106

Construction Dates

Start of Project: -/15

Start of RCC: -/15

End of RCC: -/17

End of Project: -/18

Specifications

Height: 74 metres

Length: 296 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

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

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): Hydropower / Irrigation / Water Supply

River: Mabiehe

Reservoir capacity: 99 m3x106

Construction Dates

Start of Project: -/15

Start of RCC: -/15

End of RCC: -/17

End of Project: -/18

Specifications

Height: 108 metres

Length: 182 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

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

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: Alısızın Deresi

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: -/16

Start of RCC: -/16

End of RCC: -/17

End of Project: -/18

Specifications

Height: 23 metres

Length: 83 metres

Volume of RCC: 14 m3x103

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
Vertical 
Downstream
SlopeType
0.70 
Spillway
SlopeType
0.70 

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

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

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower / Irrigation / Recreation

River: Lancang (Mekong)

Reservoir capacity: 1613 m3x106

Construction Dates

Start of Project: 01/10

Start of RCC: 01/10

End of RCC: 04/18

End of Project: 06/19

Specifications

Height: 203 metres

Length: 464 metres

Volume of RCC: 2753 m3x103

Total volume: 3670 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
82
67
Pozzolan (kg/m3)Pozzolan Type
100Low-lime flyash (ASTM Class F)
100 
Huangdeng completed
Huangdeng completed

Full Dam Information

Details

Country: Namibia

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: Fish

Reservoir capacity: 857 m3x106

Construction Dates

Start of Project: 09/13

Start of RCC: 09/13

End of RCC: 05/18

End of Project: 04/19

Specifications

Height: 83 metres

Length: 520 metres

Volume of RCC: 836 m3x103

Total volume: 1043 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.20RCC against formwork (GEVR/GE-RCC)
Downstream
SlopeType
0.70RCC against formwork (GEVR/GE-RCC)  [stepped face]
Spillway
SlopeType
0.70Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
65
65
Pozzolan (kg/m3)Pozzolan Type
120Low-lime flyash (ASTM Class F)
45 
Neckartal completed
Neckartal completed

Full Dam Information

Details

Country: Sri Lanka

Owner: -

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Dalgolia Oya

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: -/11

Start of RCC: -/11

End of RCC: -/18

End of Project: -/19

Specifications

Height: 35 metres

Length: 174 metres

Volume of RCC: 30 m3x103

Total volume: 40 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
95
Pozzolan (kg/m3)Pozzolan Type
95Low-lime flyash (ASTM Class F)
  
Puhulpola (part of Uma Oya Project) under construction
Puhulpola (part of Uma Oya Project) under construction

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: Robozik

Reservoir capacity: 16 m3x106

Construction Dates

Start of Project: 09/08

Start of RCC: 09/08

End of RCC: -/18

End of Project: -/20

Specifications

Height: 76 metres

Length: 268 metres

Volume of RCC: 518 m3x103

Total volume: 540 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
95
Pozzolan (kg/m3)Pozzolan Type
45Natural pozzolan (ASTM Class N)
  
Kavsaktepe on Google Earth
Kavsaktepe on Google Earth

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

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

River: Shizhe

Reservoir capacity: 133 m3x106

Construction Dates

Start of Project: -/15

Start of RCC: -/15

End of RCC: -/18

End of Project: -/19

Specifications

Height: 44 metres

Length: 49 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

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

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: Circip

Reservoir capacity: 2 m3x106

Construction Dates

Start of Project: -/16

Start of RCC: -/16

End of RCC: -/18

End of Project: -/19

Specifications

Height: 30 metres

Length: 213 metres

Volume of RCC: 48 m3x103

Total volume: 59 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
3001200

Cementitious material

Cement (kg/m3)
98
Pozzolan (kg/m3)Pozzolan Type
52 
  
Photo coming soon

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: Beyler

Reservoir capacity: 5 m3x106

Construction Dates

Start of Project: -/16

Start of RCC: -/16

End of RCC: -/18

End of Project: -/19

Specifications

Height: 39 metres

Length: 249 metres

Volume of RCC: 170 m3x103

Total volume: -

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
330330

Cementitious material

Cement (kg/m3)
93
Pozzolan (kg/m3)Pozzolan Type
62Low-lime flyash (ASTM Class F)
  
Photo coming soon

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Hydropower / Irrigation / Water Supply

River: Melen

Reservoir capacity: 693 m3x106

Construction Dates

Start of Project: -/13

Start of RCC: -/13

End of RCC: 03/19

End of Project: 05/19

Specifications

Height: 124 metres

Length: 944 metres

Volume of RCC: 1871 m3x103

Total volume: 2096 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

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

River: Agatsuma

Reservoir capacity: 108 m3x106

Construction Dates

Start of Project: 08/14

Start of RCC: 08/14

End of RCC: 05/19

End of Project: 10/19

Specifications

Height: 116 metres

Length: 291 metres

Volume of RCC: -

Total volume: 911 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
2501000

Cementitious material

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

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Ayvali

Reservoir capacity: 988 m3x106

Construction Dates

Start of Project: 06/14

Start of RCC: 06/14

End of RCC: 08/19

End of Project: 11/19

Specifications

Height: 43 metres

Length: 157 metres

Volume of RCC: 37 m3x103

Total volume: 46 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300 

Cementitious material

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

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Uludere

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 03/17

Start of RCC: 03/17

End of RCC: 09/19

End of Project: 08/20

Specifications

Height: 52 metres

Length: 122 metres

Volume of RCC: 55 m3x103

Total volume: -

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300 

Cementitious material

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

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Suludere

Reservoir capacity: 9 m3x106

Construction Dates

Start of Project: 03/16

Start of RCC: 03/16

End of RCC: 09/19

End of Project: 10/19

Specifications

Height: 69 metres

Length: 212 metres

Volume of RCC: 130 m3x103

Total volume: 185 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: Afghanistan

Owner: -

Type: Gravity

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

River: Shakardar

Reservoir capacity: 10 m3x106

Construction Dates

Start of Project: -/12

Start of RCC: -/12

End of RCC: -/19

End of Project: 04/21

Specifications

Height: 78 metres

Length: 303 metres

Volume of RCC: 270 m3x103

Total volume: 337 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: Iran

Owner: -

Type: Gravity

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

River: Gharanghou

Reservoir capacity: 44 m3x106

Construction Dates

Start of Project: -/08

Start of RCC: -/08

End of RCC: -/19

End of Project: -/20

Specifications

Height: 44 metres

Length: 352 metres

Volume of RCC: 106 m3x103

Total volume: 147 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

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

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower / Irrigation / Water Supply

River: Sanchahe

Reservoir capacity: 1089 m3x106

Construction Dates

Start of Project: -/13

Start of RCC: -/13

End of RCC: -/19

End of Project: -/21

Specifications

Height: 163 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
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: Mexico

Owner: -

Type: Gravity

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

River: Mayo

Reservoir capacity: 478 m3x106

Construction Dates

Start of Project: 02/14

Start of RCC: 02/14

End of RCC: -/19

End of Project: 08/20

Specifications

Height: 73 metres

Length: 232 metres

Volume of RCC: 600 m3x103

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Bicentennial/Los Pilares under construction
Bicentennial/Los Pilares under construction

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

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

River: Changlehe

Reservoir capacity: 133 m3x106

Construction Dates

Start of Project: -/15

Start of RCC: -/15

End of RCC: -/19

End of Project: -/20

Specifications

Height: 101 metres

Length: 355 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

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

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

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

River: -

Reservoir capacity: 96 m3x106

Construction Dates

Start of Project: -/16

Start of RCC: -/16

End of RCC: 03/20

End of Project: 01/21

Specifications

Height: 76 metres

Length: 173 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

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

Full Dam Information

Details

Country: Morocco

Owner: -

Type: Gravity

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

River: Draa

Reservoir capacity: 247 m3x106

Construction Dates

Start of Project: 05/16

Start of RCC: 05/16

End of RCC: 09/20

End of Project: 06/21

Specifications

Height: 110 metres

Length: 317 metres

Volume of RCC: 833 m3x103

Total volume: 993 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

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

Full Dam Information

Details

Country: Iran

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: Sharab Garod

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: -/12

Start of RCC: -/12

End of RCC: -/20

End of Project: -/22

Specifications

Height: 15 metres

Length: 75 metres

Volume of RCC: -

Total volume: 12 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
  
  
Sharab Garod on Google Earth
Sharab Garod on Google Earth

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: Büyükdere

Reservoir capacity: 2 m3x106

Construction Dates

Start of Project: -/16

Start of RCC: -/16

End of RCC: -/20

End of Project: -/21

Specifications

Height: 51 metres

Length: 174 metres

Volume of RCC: 110 m3x103

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

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

Full Dam Information

Details

Country: Vietnam

Owner: -

Type: Gravity

Purpose(s): Hydropower / Irrigation / Water Supply

River: Cai

Reservoir capacity: 219 m3x106

Construction Dates

Start of Project: -/16

Start of RCC: -/16

End of RCC: -/20

End of Project: -/21

Specifications

Height: 67 metres

Length: -

Volume of RCC: -

Total volume: 1130 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: Mexico

Owner: -

Type: Gravity

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

River: San Pedro Mazquital

Reservoir capacity: 2485 m3x106

Construction Dates

Start of Project: -/17

Start of RCC: -/17

End of RCC: -/20

End of Project: -/21

Specifications

Height: 185 metres

Length: 815 metres

Volume of RCC: 2 m3x103

Total volume: 2400 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: Iran

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Kharshak

Reservoir capacity: 3 m3x106

Construction Dates

Start of Project: -/13

Start of RCC: -/13

End of RCC: -/21

End of Project: -/23

Specifications

Height: 45 metres

Length: 195 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

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

Full Dam Information

Details

Country: Morocco

Owner: -

Type: Gravity

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

River: Guir

Reservoir capacity: 220 m3x106

Construction Dates

Start of Project: -/16

Start of RCC: -/16

End of RCC: -/21

End of Project: -/21

Specifications

Height: 62 metres

Length: 271 metres

Volume of RCC: 180 m3x103

Total volume: 210 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: Morocco

Owner: -

Type: Gravity

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

River: Bou Regreg

Reservoir capacity: 500 m3x106

Construction Dates

Start of Project: -/16

Start of RCC: -/16

End of RCC: -/21

End of Project: -/22

Specifications

Height: 106 metres

Length: 345 metres

Volume of RCC: 900 m3x103

Total volume: 1 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: Morocco

Owner: -

Type: Gravity

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

River: Toudgha

Reservoir capacity: 33 m3x106

Construction Dates

Start of Project: 11/17

Start of RCC: 11/17

End of RCC: -/21

End of Project: -/22

Specifications

Height: 68 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

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

Full Dam Information

Details

Country: Vietnam

Owner: -

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Song Gianh

Reservoir capacity: -

Construction Dates

Start of Project: -/16

Start of RCC: -/16

End of RCC: -/21

End of Project: -/22

Specifications

Height: 76 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

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

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

Purpose(s): Flood Control / Irrigation / Navigation

River: Toga

Reservoir capacity: 31 m3x106

Construction Dates

Start of Project: -/17

Start of RCC: -/17

End of RCC: -/21

End of Project: -/22

Specifications

Height: 112 metres

Length: 232 metres

Volume of RCC: -

Total volume: 570 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.10Traditional concrete against formwork
0.60Traditional concrete against formwork
Downstream
SlopeType
0.69Traditional concrete against formwork
Spillway
SlopeType
0.69Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

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

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: Kara Creek

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: -/16

Start of RCC: -/16

End of RCC: -/21

End of Project: -/23

Specifications

Height: 39 metres

Length: 119 metres

Volume of RCC: 34 m3x103

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

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

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: Kırkgöz Creek

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: -/17

Start of RCC: -/17

End of RCC: -/21

End of Project: -/23

Specifications

Height: 28 metres

Length: 142 metres

Volume of RCC: 28 m3x103

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
0.10 
Downstream
SlopeType
0.80 
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
300 

Cementitious material

Cement (kg/m3)
80
Pozzolan (kg/m3)Pozzolan Type
32 
  
Photo coming soon

Full Dam Information

Details

Country: Iraq

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Bastora

Reservoir capacity: 206 m3x106

Construction Dates

Start of Project: -/13

Start of RCC: -/13

End of RCC: -/21

End of Project: -/22

Specifications

Height: 85 metres

Length: 577 metres

Volume of RCC: 1160 m3x103

Total volume: 1223 m3x103

Construction Methods

Facings

Upstream
SlopeType
Vertical 
Downstream
SlopeType
0.80 
Spillway
SlopeType
0.80 

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

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

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Degimendere

Reservoir capacity: 16 m3x106

Construction Dates

Start of Project: -/17

Start of RCC: -/17

End of RCC: -/21

End of Project: -/22

Specifications

Height: 89 metres

Length: 396 metres

Volume of RCC: 430 m3x103

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

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

Full Dam Information

Details

Country: Iran

Owner: -

Type: Gravity

Purpose(s): Hydropower / Irrigation / Water Supply

River: Shafaroud

Reservoir capacity: 53 m3x106

Construction Dates

Start of Project: 03/12

Start of RCC: 03/12

End of RCC: 07/22

End of Project: 11/22

Specifications

Height: 101 metres

Length: 372 metres

Volume of RCC: 950 m3x103

Total volume: 1180 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.10RCC against formwork (GEVR/GE-RCC)
0.50 
Downstream
SlopeType
0.80RCC against formwork (GEVR/GE-RCC)  [stepped face]
Spillway
SlopeType
0.80Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: Morocco

Owner: -

Type: Gravity

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

River: Leben

Reservoir capacity: 198 m3x106

Construction Dates

Start of Project: 01/20

Start of RCC: 01/20

End of RCC: 10/22

End of Project: 10/24

Specifications

Height: 71 metres

Length: 111 metres

Volume of RCC: 200 m3x103

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

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

Full Dam Information

Details

Country: Morocco

Owner: -

Type: Gravity

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

River: Assayad

Reservoir capacity: 79 m3x106

Construction Dates

Start of Project: 07/17

Start of RCC: 07/17

End of RCC: 12/22

End of Project: 07/23

Specifications

Height: 77 metres

Length: 830 metres

Volume of RCC: 1400 m3x103

Total volume: -

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)
300300

Cementitious material

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

Full Dam Information

Details

Country: Iran

Owner: -

Type: Arch-Gravity

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

River: Zohreh

Reservoir capacity: 2300 m3x106

Construction Dates

Start of Project: -/11

Start of RCC: -/11

End of RCC: -/22

End of Project: -/23

Specifications

Height: 151 metres

Length: 680 metres

Volume of RCC: 1100 m3x103

Total volume: 1200 m3x103

Construction Methods

Facings

Upstream
SlopeType
Vertical 
Downstream
SlopeType
0.70 
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
160
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Chame Shir under construction
Chame Shir under construction

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

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

River: Nukabira

Reservoir capacity: 46 m3x106

Construction Dates

Start of Project: -/13

Start of RCC: -/13

End of RCC: -/22

End of Project: -/24

Specifications

Height: 57 metres

Length: 600 metres

Volume of RCC: -

Total volume: 180 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)
  

Cementitious material

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

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Basgöz

Reservoir capacity: 5 m3x106

Construction Dates

Start of Project: -/14

Start of RCC: -/14

End of RCC: -/22

End of Project: -/24

Specifications

Height: 50 metres

Length: 136 metres

Volume of RCC: 126 m3x103

Total volume: -

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300 

Cementitious material

Cement (kg/m3)
84
Pozzolan (kg/m3)Pozzolan Type
56 
  
Photo coming soon

Full Dam Information

Details

Country: Iran

Owner: -

Type: Gravity

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

River: Baghan

Reservoir capacity: 32 m3x106

Construction Dates

Start of Project: -/14

Start of RCC: -/14

End of RCC: -/22

End of Project: -/26

Specifications

Height: 58 metres

Length: 311 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
  
  
Photo coming soon

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Kötek

Reservoir capacity: 22 m3x106

Construction Dates

Start of Project: -/16

Start of RCC: -/16

End of RCC: -/22

End of Project: -/24

Specifications

Height: 69 metres

Length: 163 metres

Volume of RCC: 180 m3x103

Total volume: -

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

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

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

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

River: Jialing

Reservoir capacity: 4067 m3x106

Construction Dates

Start of Project: 11/09

Start of RCC: 11/09

End of RCC: -/22

End of Project: -/25

Specifications

Height: 116 metres

Length: 995 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
  
  
Tingzikou completed
Tingzikou completed

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Karakuz Creek

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: -/16

Start of RCC: -/16

End of RCC: -/22

End of Project: -/23

Specifications

Height: 46 metres

Length: 125 metres

Volume of RCC: 38 m3x103

Total volume: -

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300 

Cementitious material

Cement (kg/m3)
83
Pozzolan (kg/m3)Pozzolan Type
68Low-lime flyash (ASTM Class F)
  
Photo coming soon

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: Say

Reservoir capacity: 4 m3x106

Construction Dates

Start of Project: -/18

Start of RCC: -/18

End of RCC: -/22

End of Project: -/23

Specifications

Height: 50 metres

Length: 173 metres

Volume of RCC: 94 m3x103

Total volume: -

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

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

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: Gök Creek

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: -/15

Start of RCC: -/15

End of RCC: -/22

End of Project: -/24

Specifications

Height: 33 metres

Length: 195 metres

Volume of RCC: 50 m3x103

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

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

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: Tersun

Reservoir capacity: 9 m3x106

Construction Dates

Start of Project: -/16

Start of RCC: -/16

End of RCC: -/22

End of Project: -/24

Specifications

Height: 54 metres

Length: 273 metres

Volume of RCC: 205 m3x103

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
0.05Traditional concrete against formwork
Downstream
SlopeType
0.80Traditional concrete against formwork
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

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

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: Gök Creek

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: -/17

Start of RCC: -/17

End of RCC: -/22

End of Project: -/24

Specifications

Height: 31 metres

Length: 228 metres

Volume of RCC: 30 m3x103

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

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

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Devrez

Reservoir capacity: 115 m3x106

Construction Dates

Start of Project: -/17

Start of RCC: -/17

End of RCC: -/22

End of Project: -/23

Specifications

Height: 92 metres

Length: 261 metres

Volume of RCC: 447 m3x103

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

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

Full Dam Information

Details

Country: Lebanon

Owner: -

Type: Arch-Gravity

Purpose(s): Hydropower / Irrigation / Water Supply

River: Ibrahim (Abraham)

Reservoir capacity: 38 m3x106

Construction Dates

Start of Project: -/15

Start of RCC: -/15

End of RCC: -/22

End of Project: -/22

Specifications

Height: 160 metres

Length: 350 metres

Volume of RCC: 1450 m3x103

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: Philippines

Owner: -

Type: Gravity

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

River: Jalaur

Reservoir capacity: -

Construction Dates

Start of Project: -/19

Start of RCC: -/19

End of RCC: -/22

End of Project: -/23

Specifications

Height: 109 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: Turkey

Owner: -

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Sağırın Çayı

Reservoir capacity: 8 m3x106

Construction Dates

Start of Project: -/17

Start of RCC: -/17

End of RCC: -/22

End of Project: -/24

Specifications

Height: 44 metres

Length: 185 metres

Volume of RCC: 64 m3x103

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

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

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: Gökdelen

Reservoir capacity: 33 m3x106

Construction Dates

Start of Project: -/15

Start of RCC: -/15

End of RCC: -/23

End of Project: -/24

Specifications

Height: 70 metres

Length: 494 metres

Volume of RCC: 614 m3x103

Total volume: -

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300 

Cementitious material

Cement (kg/m3)
84
Pozzolan (kg/m3)Pozzolan Type
56Low-lime flyash (ASTM Class F)
  
Photo coming soon

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: Kür Çayı

Reservoir capacity: 37 m3x106

Construction Dates

Start of Project: -/16

Start of RCC: -/16

End of RCC: -/23

End of Project: -/24

Specifications

Height: 22 metres

Length: 107 metres

Volume of RCC: 22 m3x103

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
Vertical 
Downstream
SlopeType
0.70 
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

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

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: Sagin

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: -/16

Start of RCC: -/16

End of RCC: -/23

End of Project: -/24

Specifications

Height: 40 metres

Length: 148 metres

Volume of RCC: -

Total volume: 72 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.10Traditional concrete against formwork
Downstream
SlopeType
0.70Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.70Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: Sağın Creek

Reservoir capacity: 3 m3x106

Construction Dates

Start of Project: -/16

Start of RCC: -/16

End of RCC: -/23

End of Project: -/24

Specifications

Height: 43 metres

Length: 291 metres

Volume of RCC: 120 m3x103

Total volume: -

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: Degirmen

Reservoir capacity: 8 m3x106

Construction Dates

Start of Project: -/16

Start of RCC: -/16

End of RCC: -/23

End of Project: -/24

Specifications

Height: 65 metres

Length: -

Volume of RCC: 280 m3x103

Total volume: -

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
113
Pozzolan (kg/m3)Pozzolan Type
37Low-lime flyash (ASTM Class F)
  
Photo coming soon

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: Uzun Creek

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: -/16

Start of RCC: -/16

End of RCC: -/23

End of Project: -/24

Specifications

Height: 42 metres

Length: 59 metres

Volume of RCC: 35 m3x103

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

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

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Akasya

Reservoir capacity: 24 m3x106

Construction Dates

Start of Project: -/17

Start of RCC: -/17

End of RCC: -/23

End of Project: -/24

Specifications

Height: 59 metres

Length: 227 metres

Volume of RCC: -

Total volume: 189 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
55
Pozzolan (kg/m3)Pozzolan Type
45Low-lime flyash (ASTM Class F)
  
Photo coming soon

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: Kilsuyu Creek

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: -/18

Start of RCC: -/18

End of RCC: -/23

End of Project: -/24

Specifications

Height: 33 metres

Length: 95 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

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

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: Inandik

Reservoir capacity: 31 m3x106

Construction Dates

Start of Project: 04/18

Start of RCC: 04/18

End of RCC: -/23

End of Project: -/24

Specifications

Height: 63 metres

Length: 343 metres

Volume of RCC: 271 m3x103

Total volume: -

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300 

Cementitious material

Cement (kg/m3)
80
Pozzolan (kg/m3)Pozzolan Type
80 
  
Photo coming soon

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: Büyük Creek

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: -/18

Start of RCC: -/18

End of RCC: -/23

End of Project: -/24

Specifications

Height: 50 metres

Length: 157 metres

Volume of RCC: 94 m3x103

Total volume: -

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

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

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Nandu

Reservoir capacity: 615 m3x106

Construction Dates

Start of Project: 04/20

Start of RCC: 04/20

End of RCC: 05/24

End of Project: -/25

Specifications

Height: 79 metres

Length: 377 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

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

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Gölecik

Reservoir capacity: 36 m3x106

Construction Dates

Start of Project: 12/16

Start of RCC: 12/16

End of RCC: 06/24

End of Project: -/24

Specifications

Height: 95 metres

Length: 424 metres

Volume of RCC: -

Total volume: 900 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
72
Pozzolan (kg/m3)Pozzolan Type
48Low-lime flyash (ASTM Class F)
  
Photo coming soon

Full Dam Information

Details

Country: South Africa

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Itsitsa

Reservoir capacity: -

Construction Dates

Start of Project: 09/19

Start of RCC: 09/19

End of RCC: 10/24

End of Project: 05/25

Specifications

Height: 75 metres

Length: 240 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: Italy

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Monti Nieddu

Reservoir capacity: 35 m3x106

Construction Dates

Start of Project: 01/98

Start of RCC: 01/98

End of RCC: -/24

End of Project: -/25

Specifications

Height: 88 metres

Length: 360 metres

Volume of RCC: 333 m3x103

Total volume: 449 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.05Traditional 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)
90
Pozzolan (kg/m3)Pozzolan Type
55Low-lime flyash (ASTM Class F)
  
Monti Nieddu (Sa Stria) under construction
Monti Nieddu (Sa Stria) under construction

Full Dam Information

Details

Country: Iran

Owner: -

Type: Gravity

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

River: Dashte Palang

Reservoir capacity: 151 m3x106

Construction Dates

Start of Project: 07/13

Start of RCC: 07/13

End of RCC: -/24

End of Project: -/25

Specifications

Height: 56 metres

Length: 350 metres

Volume of RCC: 540 m3x103

Total volume: 690 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: Turkey

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Çat

Reservoir capacity: 2 m3x106

Construction Dates

Start of Project: -/19

Start of RCC: -/19

End of RCC: -/24

End of Project: -/25

Specifications

Height: 42 metres

Length: 325 metres

Volume of RCC: 225 m3x103

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

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

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: Büyükdere

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: -/17

Start of RCC: -/17

End of RCC: -/24

End of Project: -/26

Specifications

Height: 29 metres

Length: 125 metres

Volume of RCC: 30 m3x103

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

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

Full Dam Information

Details

Country: Iran

Owner: -

Type: Gravity

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

River: Simish & Mashkid

Reservoir capacity: 115 m3x106

Construction Dates

Start of Project: 10/17

Start of RCC: 10/17

End of RCC: -/24

End of Project: -/25

Specifications

Height: 36 metres

Length: 1450 metres

Volume of RCC: 650 m3x103

Total volume: 850 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: Iran

Owner: -

Type: Gravity

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

River: Kaskkan

Reservoir capacity: 55 m3x106

Construction Dates

Start of Project: -/13

Start of RCC: -/13

End of RCC: -/28

End of Project: -/29

Specifications

Height: 73 metres

Length: 220 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

 

Search again

Please note: only dams with known co-ordinates will appear on this map.

Your search returned no dams with known co-ordinates