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Dam Search Results

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

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

← Scroll the table horizontally to view its entire width →

NameCountryOwnerPurposeRiverReservoir capacity (m3x106)Construction datesDimensionsVolumeFacingsPlacementCementitious material
StartFinishHeightLengthRCCTotalUpstreamDownstreamSpillwayLayersLiftsCementPozzolan
ProjectRCCRCCProject(m)(m)(m3x103)(m3x103)SlopeTypeSlopeTypeSlopeType(m)(m)(kg/m3)(kg/m3)
BuchtarmaKazakhstanF HIrtysh3105/5509/5710/6112/6390450587988V(10)0.80(3)0.80(3)300120013580(F)
Liangsanping
[A]
ChinaHLeishui4- /79- /80- /81- /82353333           
KengkouChinaH WYouxi 2711/8411/8504/8611/86571234362V(9)0.75(10)0.75(13)250 &
500
250 &
500
60
60
120
80
(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)
ManoJapanF H WMano3612/8304/8501/8803/9069239104219V(1)0.80(1)0.80(1)1805009624(F)
Santa EugeniaSpainHXallas1701/8706/8706/8810/88842902252540.05(3)0.75
0.35
(3)*
(3)*
0.75(1)25025088
72
152
145
(F)
Asahi OgawaJapanF HOgawa503/8305/8606/8806/9084260268361V
0.90
(1)
(1)
0.80(1)0.80(1)1805009624(F)
StagecoachUSAH I R WYampa4208/8706/8807/8811/88461163439V(1)0.80(1)*0.80(1)*3003007171(F)
VadeniRomaniaHJiu503/8605/8810/8810/9225551417 (12) (12)ogee(12)3009001250(-) -
GantangpingChinaHYonghe9- /84- /86- /88- /9052180 220          (F)
Urugua-iArgentinaHUrugua-i117510/8504/8804/89- /8977687590626V(6)0.80(17)0.80(1)400400600(-) -
Tirgu JiuRomaniaHJiu208/8606/8805/8912/9324611326 (12) (12)ogee(12)3009001250(-) -
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)
ShangbanChinaHWenchuanxi10- /87- /88- /89- /8947122 74           
PirikaJapanF H IShirobeshit-oshibetsu1810/82- /88- /8910/9140755163360V
0.80
(1)
(1)
0.80(1)0.80(1)2507508436(F)
Tianshenqiao Nº2ChinaF HNanpan2901/8404/8706/9012/9261471143284V(1)V
0.40
(10)ogee(1)2502507979(F)
RiouFranceH I RRiou101/9006/9007/9003/91263084146V(2)0.60(14)*0.60(14)*300300 120(R)
Nickajack Auxillary SpillwayUSAHTennessee31108/8907/9002/9104/921742779790.25(3)*0.60(3)*0.60(3)*30060085119(F)
SakaigawaJapanF H I WSakai6003/85- /8707/9101/93115298373713V
0.80
(1)
(1)
0.78(1)0.78(1)1807508436(F)
Victoria replacementUSAHWest Branch 1304/9108/9110/9106/92371003640V(12)0.80(3)*0.80(3)*3003006767(C)
Sabigawa (lower dam)JapanHKosabi 1110/8603/9012/9111/921042734005900.10(1)0.80(1)0.80(1)2507509139(F)
YantanChinaF H NHongshui3403/8502/8903/9212/95110525626905V(1)V
0.80
(1)
(1)*
ogee(1)30030055104(F)
CapandaAngolaHKwanza479502/8710/8905/9212/0711012037571154V(6)0.70(14)
(10)
0.70(13)40040070100(M)
ShuikouChinaF H NMin261303/8710/9005/9205/951017916001710V(1)0.73(1)ogee(1)200 -
330
200 -
330
60
70
110
90
(F)
Wan’anChinaF H I NGan221611/8412/9012/9206/946811041561480V(1)0.80(1)ogee(1)30030065105(F)
Guangzhou PSS- Lower damChinaHLiuxihe3012/9410/9112/9210/00611533257V(1)0.70(3)*ogee
0.78
(1)
(1)
30030062108(F)
Petit SautFrench GuyanaHSinnamary350007/8907/9202/9305/9448740250410V(11)V
0.80
(7)
(16)
0.80(13)300300 120(R)
JinjiangChinaF HJinjianghe18907/9010/9103/9307/9368229182267V(1)0.75(1)0.65(1)
(1)
30030007080(F)
Puding
[A]
ChinaH I WSanchahe37703/8906/9205/9302/9475196103137V(1)0.35(1)ogee
0.35
(1)
(1)
30030085
54
103
99
(F)
TsugawaJapanF H WKamo610/8910/9107/9303/9476228222342V
0.60
(1)
(1)
0.76(1)0.76(1)2507509624(F)
CenzaSpainHCenza4301/9203/9308/9312/9349609200225V(3)0.122
0.75
(3)*
(3)*
0.75(3)*30030070130(F)
ShuidongChinaH NYouxi10804/9111/9210/9312/9563197126184V(7)0.75(10)0.75(1)3003005090(F)
DaguangbaChinaH I WChanghuajiang171006/9012/9112/9307/9555827485860V(1)0.75(10)
(3)
0.75(1)3003005596(F)
SuoshaiChinaHSancha420- /89- /90- /93- /9475196 88           
Pak MunThailandHMun 04/9112/9303/9406/94263234850V
V
(13)
(15)
V
0.80
(13)
(15)
separate 30030058124(F)
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)
San RafaelMexicoF HSantiago2611/9305/9407/9407/944817681110V(5)0.66
0.80
(3)*separate 30030090130(N)
Lac RobertsonCanadaHHa! Ha!58710/9206/9408/9403/95401242835V(1)0.75(1)*separate 3003008585(F)
Maojiang
[A]
ChinaH IXiang2- /92- /93- /94- /9545150 45          (F)
Sishanping
[A]
ChinaF H ILeishui3- /92- /93- /94- /9556147 18          (F)
MiyagaseJapanF H WNakatsu19311/8711/9102/9503/01156400153720600.20
0.60
(1)
(1)
0.625(1)0.625(1)150 -
200
7509139(F)
ChiyaJapanF H WTakahashi2803/8909/9204/9503/9898259396670V(1)0.77(1)0.77(1)2507509139(F)
OhmatsugawaJapanF H WMatsu1207/9010/9206/9509/9665296141294V
0.70
(1)
(1)
0.76(1)0.76(1)2507509139(F)
Xibingxi
[A-G]
ChinaH WLongshanxi908/9312/9407/9510/9564932533V
0.08
(4)
(4)
0.65(3)ogee
0.65
(13)300 -
350
300 -
350
80
79
120
105
(F)
Guanyinge (Kwan-in-Temple)ChinaF H I WTaizi216805/9009/9109/9510/9582104012401876V
0.10
(1)
(1)
0.70(1)0.70(1)270 -
280
7509139(F)
SatsunaigawaJapanF H I WSatsunai5402/8704/9110/9503/991143005367700.40(1)0.80(1)0.80(1)2507507842(S)
UrayamaJapanF H WUrayama5803/9012/9212/9503/9915637212941750V
0.65
(1)
(1)
0.80(1)0.80(1)250750
1000
9139(F)
ShibanshuiChinaF H RLongxihe10512/9204/94- /95- /9684445335564V(3')0.65(1)0.65(13)3001000126
60
84
90
(F)
Juba IBrazilHJuba - /93- /94- /95- /962123896113        6015(N)
Juba IIBrazilHJuba - /93- /94- /95- /9621238105113        6015(N)
JordãoBrazilHJordão11005/9401/9502/9609/9695550570647V(1)0.74(3)*0.74(12)4004006015(N)
PangueChileHBio-Bio17501/9201/9502/9612/96113410670740V(1)0.80(3)*0.80(12)30030080100(N)
BailongtanChinaH I NHongshuihe34002/9310/9504/9608/97347106280V(1)0.70(10)*0.70(5)*30030073
99
110
60
(F)
HiyoshiJapanF H WKatsura66- /8310/9407/9603/9870438440670V
0.80
(1)
(1)
0.80(1)0.80(1)250750
1000
84
77
36
33
(F)
Grand Falls spillwayCanadaHExploits 08/9609/9609/9612/9615180711V(1)0.67(1)*0.67(1)*20020013075(F)
MantaichengChinaH IGayahe1008/9201/9312/9608/973733778100V(1)0.75(10)ogee
0.70
(1)
(1)
300100060120(F)
Derivação do Rio JordãoBrazilHJordão11005/94- /95- /9612/9766              
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)
TakisatoJapanF H I WSorachi10810/90- /9307/9706/00504453274550.06(1)0.80(1)0.80(1)2507508436(F)
KazunogawaJapanHTuchimuro1211/9208/9507/9711/99105264428622V
0.10
(1)
(1)
0.82(1)0.82(1)170100091
84
39
36
(F)
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)
Rio do Peixe IIBrazilHDo Peixe202/9612/9612/97- /98323002034V(1)0.80(1)*0.80(1)*300300120
90
0
0
(-) -
Fengxiangxia
[A]
ChinaHHuilonghe8- /93- /95- /97- /9890158 7700.10 0.76 0.76      
HayachineJapanF H I WHienuki1703/9310/9506/9803/0074333141333V
0.20
(1)
(1)
0.76(1)0.76(1)2507508436(F)
Gov. José Richa (formerly Salto Caxias)BrazilHIguaçu402/9501/9607/9812/986710839121438V(13)0.75(1)*0.75(12)3003008020(F)
GassanJapanF H I WBonji6508/8806/9410/9803/011233937311160V(1)0.80(1)0.80(1)250750
1000
9139(F)
Yongxi Nº3ChinaF H WDazhangxi6805/9610/9710/9809/9987198170255V(3')0.73(10)ogee
0.73
(1)
(1)
2803000115
80
95
90
(F)
HuatanChinaHYinghe801/9606/9612/9805/99851732402900.20(1)0.80(1)0.80(1)300 -
400
300 -
400
78
74
95
90
(F)
ChangshunChinaH WYujiang68- /9103/9712/9806/0069279170200V(3')0.74(3)0.80(1)3005000134
72
89
48
(F)
Wajin
[A]
ChinaH INanxi7- /94- /96- /98- /9947235 240           
Kengxiashan
[A]
ChinaHYuquanxi1- /96- /97- /98- /983480             
Fenhe Nº2ChinaF H WFenhe13011/9608/9803/9906/0087350362448V
0.20
(1)
(1)
0.75(5)0.75(1)3003000127
60
84
93
(F)
JiangyaChinaF H I N WLoushui174107/9510/9604/99- /0113136811001310V(3')0.80(3)*ogee
0.80
(13)300300087
64  46
107
96  107
(F)
Songyue (1st Stage)ChinaF H I R WHailanhe2109/9701/9804/9909/99292714477V(1)0.73(10)conduit 300200080100(F)
BalambanoIndonesiaHLarona3109/9604/9806/9909/9994352528534V(2)0.80(1)*0.80(12)4204208154(F)
Yangxishui Nº3ChinaHYangxishui211/9709/9806/9907/0046202100139V(1)V
0.75
(1)
(1)*
0.70(12)300300  (F)
BaishiChinaF H I WDalinghe164509/9604/9709/9912/0049513111603V
0.10
(1)
(1)
0.70(1)0.76(1)3003007258(F)
RosalBrazilHItabapoana1704/98- /9809/99- /00372124575 (1) (3)* (1)*3003004555(S)
SuçatiTurkeyHGüredin Creek901/9802/9910/9910/99361925560V(7)0.80(7)0.80(12)30030050100(S)
Guilman-AmorinBrazilHPiracicaba12- /97- /98- /99- /004149985102      3003008020(N)
Nam Leuk spillwayLaosHNam Leuk185- /98- /98- /99- /001560             
KubusugawaJapanF H I WKubusu1003/9304/98- /9910/0295253364469V
0.40
(1)
(1)
0.78(1)0.78(1)2507508436(F)
GaobazhouChinaF H NQingjiang53605/9711/9804/0001/0157440210940V(9)0.75(1)0.75(1)300300123
86
100
86
(F)
Karkheh (Pie Pol)IranF HKarkeh4002/9807/9907/00- /0134350130270 (12) (12)ogee(12)3003009733(-) -
Porce IIColombiaHPorce21111/9412/9609/0003/01123425130514450.10(14)0.35
0.75
(14)*0.75(13)300300132
120
88
80
(N)
Tucuruí - 2nd PhaseBrazilHTocantins4580006/9806/9909/0010/057815412881383 (3) (3)*separate 3003007030(N)
Dona FranciscaBrazilHJacuí6308/9806/9910/0012/0063670485503V(1)0.75(3)*0.75(1)*3003007218(N)
DagangouChinaHGeermu9780- /96- /98- /00- /0140              
Shankou Nº3
[A]
ChinaF HDu’anshui (Chengjiang)4809/9902/0001/0103/015717990119V(3')0.75(3')0.80(1)3303000105
63
86
80
(F)
Longshou Nº1
[A-G]
ChinaHHeihe1304/9903/0006/0109/0180258187210V
0.20
(1)
(1)
0.75(1)0.75(1)300300096
58
109
113
(F)
Shimenzi
[A]
ChinaH I WTaxi8006/9806/9906/0110/011101761882110.142
V
(3')
(3')
V
0.18
(3)
(3)
crest(12)300300093
62
110
110
(F)
ChubetsuJapanF H I WChubetu9303/9409/9708/0103/04862905231007V
0.80
(1)
(1)
0.80(1)0.80(1)250750
1000
8436(F)
DachaoshanChinaF HLancang89010/9712/9810/0107/021154817571287V
0.20
(3')0.70(10)*0.70(13)30030094
67
94
101
(N)
Cana BravaBrazilHTocantins230003/9902/0010/0110/0267510527833 (1) (3)*ogee(1)3003004050(S)
MianhuatanChinaF H N WTing203504/9812/9811/0104/02111302500615V(9)0.75(10)0.70(13)300300082
59  48
100
88  88
(F)
Lajeado (Luis Eduardo Magalhães)BrazilHTocantins498207/9806/0112/0112/02432100188210      3003003040(S)
YanwangbiziChinaF H I WDalinghe217- /96- /97- /01- /023538387220        64118(F)
UenoJapanHJinryu1903/97- /98- /0106/05120350269720V
0.30
(1)
(1)
0.84(1)0.84(1)200100077
70
33
30
(F)
FunilBrazilHRio Grande285- /97- /99- /0112/0250              
XiaoxiheChinaH IXiaoxihe5- /99- /00- /01- /02621034766          (F)
Shuangkengkou
[A]
ChinaHXiaoxihe12- /99- /00- /01- /0268              
Peñas BlancasCosta RicaHPeñas Blancas204/0007/0101/0207/0248211120170V(1)0.80(1)*0.80(12)3003009035(N)
HelongChinaH R WHailanhe3011/9808/9901/0212/02302444389V(1)0.75(10)ogee(10)*3002000113113(F)
Shapai
[A]
ChinaHCaopohe1806/9703/0005/0204/03132230380392V
0.10
(3')0.21(3)crest
0.21
(1)300300108
89
72
89
(F)
Miel IColombiaHLa Miel56512/9704/0007/0210/0218834516691730V(4')0.75
1.00
(3')0.75
1.00
(12)30030085 to  1600(-) -
Yangxishui Nº1ChinaH IYangxishui10012/0010/0111/0206/0382244241340V(1)V
0.75
(1)
(1)*
0.70(12)300300  (F)
ItiquiraBrazilHItiquira - /00- /00- /02- /0215 22            
Nankengyuan
[A]
ChinaHXiaoxihe1- /98- /00- /02- /0334114             
Rio São BentoBrazilHRio São Bento58- /99- /00- /02- /0349461  V 0.80 0.80      
GuaporéBrazilHGuaporé18- /00- /01- /02- /0332152 43           
JauruBrazilHJauru20- /00- /01- /02- /0351              
Junxi II
[A]
ChinaHJunxi5- /00- /01- /02- /0369192             
WanmipoChinaH NYoushui37808/0111/0205/0305/0465238141376V(3')0.75(12)ogee(12)300300086
68
103
83
(F)
Linhekou
[A]
ChinaH ILinhe147- /9912/0106/03- /04100311229293curve(3')curve(3')ogee(1)300300074
66
111
111
(F)
RalcoChileHBio-Bio120008/9901/0209/0304/0415536015961640V(3')0.80(3')0.80(12)300300133
95  116
57
50  41
(N)
TizidongChinaHApeng2508/0110/0210/0311/035619372161 (12) (12) (12)    (F)
Huilong PSS - Upper damChinaH 106/0111/0211/03- /05542087376V(3')0.75(3')none 300300  (F)
BureyaRussiaF HBureya2100001/7601/85- /03- /091398107093538V(1)0.70(1)0.70(1)300 -
500
300 -
500
95 to  11025 to  30(N)
Maobaguan
[A]
ChinaHRenhe2- /00- /02- /03- /046612081106           
WangkengChinaHTangkouxi15- /01- /02- /03- /04561593840          (F)
Liubo
[A]
ChinaF HXipihe51- /02- /03- /03- /0470258130168          (F)
Ghatghar (Upper dam)IndiaHPravara612/0105/0301/0406/04155033540V(3')0.78(3')*0.78(3')*30030088132(F)
ZhouningChinaHMuyangxi47- /0204/0303/0406/0473206159199V(3')0.72(3')0.70(12)30030067
50
100
92
(F)
Huilong PSS - Lower damChinaH 206/01- /0206/04- /055417588105V(3')0.75(3')*0.75(12)300300  (F)
PedrógãoPortugalF H IGuadiana10608/0202/0408/04- /0543448172392V(3')0.80(3')*0.80(12)*30030055165(F)
TongkouChinaHTongkouhe3610/98- /02- /04- /0472198300352V(1)1.10(1)ogee(1)300300  (F)
PingbanChinaHNanpan27812/01- /02- /0407/0562396150700V(3')0.70(3')ogee(12)300300  (F)
Monte ClaroBrazilHDas Antas2304/02- /03- /0412/04251803566        75  
Changtan
[A]
ChinaHTuwushui17- /03- /03- /04- /0453124 29           
Nam Mang 3LaosHNam Gnong49- /02- /03- /0401/0528151             
Risoleta Neves (formerly Candonga)BrazilHDoce5405/01- /03- /0405/0553311236248      3003004050(S)
YujiankouChinaHLonghe908/01- /03- /04- /0550156118147V(3')0.70(3')0.85(1)    (F)
LetanChinaH I NXijiang950- /02- /03- /04- /056658650210           
Xiakou
[A]
ChinaHJuhe99- /02- /03- /04- /0585192 131           
QinglianxiChinaHMeixi20- /00- /02- /04- /0696178             
Santa Clara - Jordão-PRBrazilHJordåo43111/0212/03- /0401/0567543530606 (1) (1) (1)*3003004050(S)
Saluda dam remediationUSAHSaluda197008/0207/0304/0507/0565243910041410 (5) (5)  3003008989(F)
Zhaolaihe
[A]
ChinaH I WSidu7012/0303/0405/0510/05107206166255curve(3')curve(3') (3')300300084
126
126
103
(F)
XiheChinaF H NHanjiang22911/0302/0405/0506/0763346194631          (F)
SuofengyingChinaF H I N WWu20110/0006/0308/0503/06122165421739V
0.25
(3')
(3')
0.70(3')0.70(1)30030006495(F)
ChalilloBelizeHMacal12007/0303/0410/0512/06684251802100.20(1)0.75(3')*0.75(12)30036001050(N)
Barra GrandeBrazilHPelotas50000- /01- /02- /05- /06856651            
ChangzhouChinaHXunjiang56- /93- /02- /05- /0756              
PicadaBrazilH 7- /02- /03- /05- /0632              
Xiaqiao
[A]
ChinaHLong49- /02- /03- /05- /0668167172226           
Huizhou PSS - Lower damChinaHCaitouhe30- /02- /03- /05- /1161420235242           
Tangkeng
[A]
ChinaHGuxi12- /03- /04- /05- /0566    (12) (12) (12)     
Cachoeira GrandeBrazilHJaqueira5- /04- /04- /05- /051620715            
Peixe AngicalBrazilHTocantins304/02- /04- /0509/0639400500582      300300700(-) -
São BernardoBrazilH 2- /03- /04- /05- /0620120             
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)
Ghatghar (Lower dam)IndiaHShahi Nallah312/0112/0405/0603/07864476386460.141(3')0.782(3')*0.782(3')*30030075150(F)
NagaiJapanF H N WOkitamano5103/0010/0211/0603/111263817031200V
0.50
(1)
(1)
0.73(1)0.73(1)25010009139(F)
Dahuashui
[A]
ChinaHQingshui27601/0404/0511/06- /07135198550670curve(3')curve(3') (1)300300081
94
81
94
(F)
Niuqiao
[A]
ChinaHQingtonghe26- /03- /0512/06- /0762201 710           
PleikrongVietnamHPo Ko104811/0502/0512/06- /0765495326450V(1)0.80(1)0.80(1)30030080210(N)
XinjiangshankouChinaHKaidu - /97- /04- /06- /0871              
BaishaChinaF HWanshou199- /04- /05- /06- /0675172211239           
EsmeraldaBrazilH 1- /05- /05- /06- /0619 1527        6416(N)
LeidatanChinaHYingtaoyuangou9403/03- /05- /0606/0784202240340V(3')0.70(3')0.70(1)     
MosquitãoBrazilH 19- /04- /05- /06- /07322365776           
FundãoBrazilHJordao34- /04- /05- /06- /0743445200220      3003006416(N)
XiaoxiChinaHLongkouxi168- /04- /05- /06- /0747268             
ZhoubaChinaF HMabianhe204- /04- /05- /06- /0773163229405V(1)0.70(1)0.78(1)300300110
66
73
66
(F)
Shaba
[A]
ChinaHHongdu99- /04- /05- /06- /07871486790           
Wuchuanshaba
[A]
ChinaHWujlang9940- /04- /05- /06- /0787              
DaxiaChinaH IQuan20- /04- /05- /06- /0788160 205           
ZaoshiChinaF H N WDieshui1439- /04- /05- /06- /0788351450930V
0.25
(3')0.80(3')0.75(1)300300053
83
99
102
(F)
JupuduChinaHLixian (Black)17411/04- /05- /06- /0795320480800V
0.20
(3)0.80(3)0.80(3)     
TukaiheChinaH Lixian7804/0412/05- /06- /0759300255570V(3') (3') (3')300300065
93
110
113
(S)
Longqiao
[A]
ChinaH RYu2612/0503/0602/0705/0795156135160curve(3')curve(3) (3)     
PinalitoDominican RepublicHTireo409/0411/0503/07- /085221073100V(1)0.80(1)*0.80(12)300300988(N)
Nakai, part of Nam Theun 2 HPPLaosHNam Theun353004/0402/0603/0710/0939436155200 (1) (10) (12)300300100100(F)
Akköy ITurkeyHHarsit307/0510/0604/0709/0838144871010.10(1)0.80(1)0.80(12)300300100100(N)
Huizhou PSS - Upper damChinaHXiaojinhe3010/0412/0505/07- /11561688493V(1)0.75(1)0.70(1)30030064125(F)
Longtan (Stage 1)ChinaF H N WHongshui1621007/0110/0406/0712/0919283246237400V
0.25
(3')0.70(3')0.68(12)30030099
86
121
109
(F)
TaishirMongoliaH I WZabkhan93002/0505/0606/0712/0760200210250V(2)0.72(1)*0.72(12)*333333750(-) -
A VuongVietnamHVugia Thubon 34008/0301/0610/0711/0883240260350V(1)0.80(1)1.00(1)30030090150(N)
Dinh BinhVietnamF H I WKon22605/0208/0512/0712/0855571183430V(11)0.75(3')ogee(12)30090070
126
175
141
(F)
FengmanChinaHSonghuajian10377- /00- /03- /07- /10951068 2700           
HongkouChinaH WHuotong449- /03- /05- /07- /08130341681830           
ShitiChinaHYoushui163- /05- /06- /07- /0754214 260           
Luojiaohe
[A]
ChinaHBaibu46- /05- /06- /07- /0781250 110           
Castro AlvesBrazilHDas Antas127- /05- /06- /0702/0848350240322V 1.30 1.30   6015(N)
Quatorze (XIV) de JulhoBrazilHDas Antas55- /05- /06- /0710/083728175212V 1.30 1.30   7515(N)
Baxiang Nº3ChinaHBaxianghe8- /05- /06- /07- /08442076383           
TiechengChinaHDatong1- /05- /06- /07- /0844143             
YumenChinaF H NLuohe28- /05- /06- /07- /0862244133234           
YoushuiChinaHYoushui152- /05- /06- /07- /0863194             
Qilinguan
[A]
ChinaHNanhe14- /05- /06- /07- /08771404555           
Bailianya
[A]
ChinaF H I WDongpi480- /05- /06- /0704/09105422485600V(1)0.335(1)0.335(1)300300072
56
108
84
(F)
CotiporãBrazilHCarreiro - /07- /07- /07- /07161962141           
Plano AltoBrazilH 1- /06- /07- /0702/08381734278V 0.75 0.75   7219(N)
JararacaBrazilHdas Antas8- /06- /07- /0704/08251213161        7218(N)
NanshaChinaHHonghe21202/06- /07- /0707/0885              
Linha EmiliaBrazilHCarreiro12- /06- /07- /07- /08302053554           
IlhaBrazilHDa Prata - /06- /07- /07- /0841 4676        8020(N)
SilinChinaF H I NWujiang159311/0511/0603/08- /091173108251100V(1)0.70(1)0.70(1)  66
89
100
109
(F)
Weihou
[A]
ChinaHTuoniangiang13303/05- /0604/08- /0982              
GuangzhaoChinaHBeipan324510/0402/0605/08- /092014122420280V
0.25
(9)0.75(1)0.75(1)30030061
71
91
87
(F)
GelantanChinaHLixian40901/0309/0608/08- /091134669031200V
0.20
(3')0.75(3')0.75(1)  77
93
77
93
(S)
Mangla Emergency Spillway Control WeirPakistanH IJhelum650008/0412/0711/0801/09173705479V
0.30
(3')
(3')*
V
0.70
(3')
(3')*
0.70(3')*30030060120(S)
YeywaMyanmarHMyitnge260010/0102/0612/0812/1013768024732843V(3')0.80(3')*0.80(12)30030075145(N)
Jing HongChinaF H RLancang1139- /04- /05- /08- /091087058483068V(3)0.80(3) (1)300 64
93
93
93
(S)
Se San 4VietnamHPoko5412/0403/05- /08- /09748347531300V(1)0.80(1)0.80(1)30030080160(N)
Santa LauraBrazilHChapecozinho19- /06- /06- /08- /0827 2442           
Santa Rosa IIBrazilHGrande7- /06- /06- /08- /0831              
PengshuiChinaH IChangxi1465- /05- /06- /08- /091173266081330V(3')0.70(3')0.70(1)  64
81
96
121
(F)
LiujiadongChinaHGui26- /06- /07- /08- /0861166 127           
MaojiaheChinaHBeipan13- /06- /07- /08- /08751166             
Huanghuazhai
[A]
ChinaHGetu174807/06- /07- /08- /08110253280292        5296(F)
CachoeirãoBrazilHManhuaçu - /07- /07- /08- /082390             
São SimãoBrazilHItapemirim11- /06- /07- /0802/095618792115           
Angelina (formerly Portobello - Corredeira do Encano)BrazilHTijucas - /07- /07- /0803/0945178             
Engenheiro Henrique KotzianBrazilHIvaí9- /06- /07- /0804/09341075876           
Pedra do GarrafãoBrazilHItabapoana - /07- /07- /0805/0915110             
GoiandiraBrazilHVerissimo7608/07- /07- /0805/0944341  V 0.75 0.75      
Binh DienVietnamHHuu Trach424- /06- /07- /08- /0955571189423      30030070105(F)
ShuheChinaHHanjiang176- /06- /07- /08- /0972              
Qingxi
[A]
ChinaHFurong98- /06- /07- /08- /0982166 154           
NonglingChinaHLong233- /06- /07- /08- /0991280 486           
ShankouChinaHTakasi12104/06- /07- /08- /0950496             
Rodeio BonitoBrazilHIrani9- /06- /07- /0801/1032223 59V 0.85 0.85      
Engenheiro Ernesto Jorge DreherBrazilHIvaí4- /07- /08- /0804/09232202935        6817(N)
Las TruchasMexicoHLa Lobor o Las Truchas - /07- /08- /08- /093523024       300300   
Yunlonghe Nº3
[A]
ChinaHYunlong4403/0604/0704/09- /11139119182207curve(3')curve(3') (3')     
CapillucasPeruHCanete501/0710/0804/0910/09346075750.375(3')0.75(3')*  3003006590(N)
KasegawaJapanF H I WKase7102/0510/0706/0903/1299456830948V
0.60
(1)
(1)
0.75(1)0.75(1)25010008436(F)
Yunkou
[A]
ChinaHWuni3506/0704/0806/09- /12119152200205           
VacaBelizeHMarcal1202/0702/0810/0912/11702252002200.20(1)0.75(3')*0.75(12)30030009431(F)
Salto-RSBrazilH  - /07- /07- /09- /0942              
WuduChinaF H I WFu57210/04- /07- /09- /1012063111511580V(3')0.75(3')0.80(3')    (F)
São PedroBrazilHJacu Braço Norte2- /06- /07- /09- /10301402235           
Sông Côn 2VietnamHSong Con30- /06- /07- /09- /1058260             
Tianhuaban
[A]
ChinaHNiulan6612/06- /07- /09- /10113160182360curve(3')curve(3')ogee(3)     
BaishiyaChinaH I WXijiang26- /04- /07- /09- /1274190230240  0.75        
CriúvaBrazilHLajeado Grange7- /08- /08- /0912/09252468095        7218(N)
Chonghu’erChinaHBuerjin8010/06- /08- /09- /0971545 480           
Areia BrancaBrazilHManhuaçu - /08- /08- /09- /0928257             
PalanquinhoBrazilHLajeado Grande6- /07- /08- /0901/103213789103        7218(N)
Barra do CoqueirosBrazilH WClaro108/07- /08- /0907/10601670172282           
Serra do FacãoBrazilHSao Marcos519902/07- /08- /0910/1092326610742      3003007218(N)
Maduhe
[A]
ChinaHSiyang33- /06- /08- /09- /10100185             
São JoséBrazilHCarreiro - /07- /08- /09- /1030              
Passo do MeioBrazilHdas Antas27- /07- /08- /09- /1031110             
CaçuBrazilHClaro - /07- /08- /09- /1040              
Yangjiayuan
[A]
ChinaH WTongzhi78- /07- /08- /09- /1068153             
Santa Clara Almorés-MGBrazilHMucuri151- /07- /08- /09- /1072242520600      300300 0 
GeliqiaoChinaHQingshui7701/0704/08- /09- /10124104 500           
ArvoredoBrazilHIrani12- /08- /09- /0904/10392505381V 0.75 0.75   8020(N)
Feke IITurkeyHGöksu6312/0712/0802/1008/10702561942270.07(6)0.80(3')*separate 30030060
60
60
50
(F)
Adnan Mendres (formerly Çine)TurkeyF H I WÇine35012/9511/0404/1010/11137300156016500.10
0.20
(7')0.85(7')0.85(7')30030085
75
105
95
(F)
PirrisCosta RicaHPirris3612/0603/0906/1007/111132586957550.33(3')*0.50(3')*0.50(12)30030088132(N)
BraamhoekSouth AfricaHBraamhoekspruit2704/0806/0906/1002/11373309098V(3')0.67(3')*0.67(3')*30012007095(F)
Son LaVietnamF HSong Da (Black river)926004/0401/0808/1012/1213896226774800V(3')0.73(3')*separate 30030060160(F)
ŞirnakTurkeyHOrtasui18- /0811/0908/1009/10671981572310.10(1)0.80(1)0.80(12)3006001250(-) -
Ban VeVietnamHCa150008/0402/0710/1012/1113648015201750v
0.30
(3')0.85(3')*0.80(12)30030080120(N)
Dong Nai 3VietnamF HDong Nai169012/0405/0812/1010/1110859411381235V(1)0.75(1)*0.75(1)300300750(-) -
Nuoc TrongVietnamH ITra Kluc29010/0707/0912/1005/1169518446600V(3')    300300125
80
218
230
(N)
Jin’anqiaoChinaH N RJinsha91312/0305/07- /10- /1116064024004430V(3)0.75(3)0.75(1)  72
96
108
117
(F)
Rondon IIBrazilH 478- /07- /08- /10- /1119              
ImboulouRepublic of CongoHLéfini58409/03- /08- /1005/1133310             
Shaizhu
[A]
ChinaHXima3- /06- /08- /10- /1172160 100           
Sanliping
[A]
ChinaF HNanhe499- /0705/08- /10- /11133285 390 (1) (1) (1)     
FigueirópolisBrazilHJauru35- /08- /09- /1012/1016170  V 0.43 0.75      
PipocaBrazilHSanto Antonio8- /08- /09- /10- /1126              
IbiramaBrazilH 1- /09- /09- /10- /1015145             
Ninho da ÁguiaBrazilHSanto Antônio1- /09- /09- /10- /101594 14V 0.75 0.75      
CajuBrazilHRio Grande10- /09- /09- /1003/11382206682           
Naen
[A]
ChinaHBaidu22- /06- /09- /10- /1175217             
Saizhu
[A]
ChinaHXima304/06- /09- /10- /1172160107115curve(3')curve(3') (3)     
Luoboba
[A]
ChinaF H RLengshui87- /07- /09- /10- /111141922121          (F)
LavrinhaBrazilHParaiba do Sul 12/07- /09- /10- /1128 85            
São Gonçalo (formerly Santa Bárbara)BrazilHSanta Bárbara6- /08- /09- /10- /11281541426V 0.75 0.75   6817(N)
LechangxiaChinaH I NBei374- /08- /09- /10- /1185256             
Corrente GrandeBrazilHCorrente Grande12- /10- /10- /10- /1020110  V 0.75 0.75      
Marco BalboBrazilH  - /10- /10- /10- /1030 4273           
Gomal Zam
[A-G]
PakistanF H IGomal142407/0212/0803/1109/11133231390474V 0.60 0.60 3003000 to
4000
9191(F)
Changuinola 1
[A-G]
PanamaHChanguinola34704/0712/0904/1110/11105595884910V(3')0.50
0.70
(3')*
(3')*
0.50(12)30030070
65
145
150
(F)
Gov. Jayme Canet Junior (formerly Antiga Mauá)BrazilHTibagi2- /0901/1005/11- /1285745633753V(2)0.80(10)  30024006015(N)
Dong Nai 4VietnamHDong Nai33712/0403/0906/11- /1212848113051370V(1)0.80(1)0.80(1)30030085115(N)
GüllübagTurkeyHÇoruh2105/0902/1106/1102/127297160175V(1)0.50
0.70
(1)
(1)
0.70(12)3003007070(F)
Dak Mi 4VietnamHVu Gia31304/0701/0808/1104/1290472720800V(3')0.48
0.80
(3')*
(3')*
0.80(1)30030095125(N)
Song Tranh 2VietnamHSong Tranh73303/0504/0808/1112/129664010321315V(3')0.80(1)0.75(1)30030070110(N)
Yubari SyuparoJapanF H I WYubari42711/0310/0909/1103/15111390584940V
0.80
(1)
(1)
0.82(1)0.82(1)250750 &
1000
9139(F)
MengeTurkeyHGöksu5105/0908/1010/1112/11683043493840.25(1)0.80(3')0.80(12)3003008040(F)
Nam Gnouang (Theun Hinboun Expansion)LaosHNam Gnouang245010/0803/1012/11- /1265480383 V(1)0.80(1)1.00(12)30030090100(F)
ShiyaziChinaHHongjiadu321- /0704/0812/1112/11135              
GongguoqiaoChinaHLancang316- /08- /09- /1103/12105356 1067           
Boa SorteBrazilHTijucas18- /07- /09- /11- /1226              
Huhehaote (Hohhot) PSS - Upstream lower damChinaHHalasxinegou7- /07- /09- /11- /1269242185330           
KamchayCambodiaHKamchay718- /07- /09- /11- /121125681100 V
0.30
 0.75        
Qinglong
[A]
ChinaHMaweigou2912/08- /09- /11- /12140116 212           
A LuoiVietnamHA Sap 06/0704/09- /11- /1250208138            
SefaköyTurkeyHAras21- /08- /10- /1110/1155148120  (1) (1)       
Anta (with Simplicio)BrazilHParaiba do Sul114- /09- /10- /1112/11302704455           
MoínhoBrazilHBernado Jose1- /09- /10- /11- /1122 925        6817(N)
NabiChinaHXiyang57- /09- /10- /11- /1169247 289           
LianhuataiChinaHDan9502/09- /10- /11- /1170221 221           
AutódromoBrazilHCarreiro4- /10- /10- /11- /11232002147        6717(N)
Boa FéBrazilHCarrero - /10- /10- /11- /11261983258           
SilopiTurkeyH WHezil2908/08- /10- /1102/12893567187520.10(7)0.70(3')*0.70(1)3003008139(-) -
Santo AntonioBrazilHRio Grande17- /09- /10- /1102/124428581105           
Dr Victor Baptista Adami (formerly Passos Maia)BrazilHChapecó14- /09- /10- /1109/1234 66         7218(N)
Linxihe
[A]
ChinaHLoushui52- /08- /10- /11- /1274146             
MadushanChinaH N WHonghe552- /08- /09- /11- /12108353 987           
A’haiChinaH IJinsha885- /08- /10- /11- /12138482 2707           
São Sebastião do AltoBrazilHRio Grande44- /09- /10- /11- /12402005175           
BalkusanTurkeyHBalkusan15- /09- /10- /11- /12481896076V(1)0.75(1)*0.75(12)30012007550 
QingyanggouChinaHSule - /09- /10- /11- /1264147             
DengkeChinaHLongchuan53- /09- /10- /11- /1276239             
Wanjiakouzi
[A]
ChinaHGexiang279- /09- /10- /11- /121684137601020        66100(F)
RizzaneseFranceH IRizzanese1- /0904/1102/12- /12411406472V
1.00
(6)
(10)
V
0.80
 0.80 300300800(-) -
KöprüTurkeyHGöksu9807/0912/1004/12- /131094139751050V
0.60
(1)
(1)
0.80(1)0.80(12)3003008545(F)
Dong Nai 2VietnamHDong Nai28104/0912/1005/1203/13804297861025      30030080
90
120
110
(N)
BuiGhanaH IBui1257010/0702/0905/1211/14108493830900V(3')0.75(3')0.75(12)300300045
61
85
91
(F)
GökkayaTurkeyHGöksu1802/1007/1005/1207/1269118961220.067(1)0.80(1)0.80(11)3003005555(F)
Ban ChatVietnamHNam Mu213801/0608/0908/1212/1313042516002V(3')0.80(3')*separate 30030060160(F)
DevecikonagiTurkeyH IEmet605/1003/1109/1201/13393131802100.10(2)0.75(1)0.80(12)3003008040(F)
Akköy II (Aladereçam)TurkeyHKaraovacik14- /0705/1109/12- /1360260226306V(1)0.80(1)0.80(12)3003008585(N)
Nam Ngum 5
[A]
LaosHNam Ting31410/0811/1112/1212/12101235298421           
Dak DrinhVietnamHDak Drinh24901/0909/1112/1212/13100466788  (3') (3')* (12)30030080115(N)
LongkaikouChinaF H N R WJinsha55808/0709/08- /12- /1311976828403853V(3)0.75(3)  300300096
60
96
90
(F)
Shankouyan
[A]
ChinaHYuanhe10511/07- /09- /12- /1399268 272           
OuroBrazilH  - /10- /10- /12- /1216              
Grand PoubaraGabonHOgooué 11/08- /10- /1208/1337300          105
96
70
64
(F)
ShatuoChinaF H NWu91005/06- /10- /12- /1310163115101980V
0.15
(3')0.75(3')0.75(3)3003000   
GuandiChinaHYalong760- /09- /10- /12- /1316851629703020V
0.30
   0.70   7288(F)
TongzilinChinaHYalongjiang1- /08- /10- /12- /1471              
Nankangheerji
[A]
ChinaHNankang31- /10- /11- /12- /1268179             
Água LimpaBrazilHPalmeiras10- /11- /11- /12- /12386542            
GaribaldiBrazilHCerro Negro296- /10- /11- /1209/1342517264382           
ÇetintepeTurkeyHRobozik4409/08- /11- /12- /133917360640.10(1)0.80(1)*0.80(12)30012007763(N)
TuokouChinaHYuan1384- /09- /11- /12- /1382649             
Ivan Botelho I (fomerly Ponte)BrazilHPomba17- /10- /11- /12- /1332              
Huong DienVietnamHBo821- /10- /11- /12- /1383 260400        90100(N)
PezziBrazilHdas Antas24- /11- /12- /12- /1342 4480        7619(N)
Serra dos Cavalinhos IIBrazilHdas Antas24- /11- /12- /12- /13421233380        7218(N)
MurumMalaysiaHMurum1204310/0805/1007/13- /1514644015201660V
0.20
(3')
(3')
0.70
0.80
(3)0.70
0.80
 300300088
65
88
72
(F)
Upper Paung LaungMyanmarHPaung Laung130001/0601/1112/13- /141035309361100V(3')0.80(3')*0.80(12)30030090140(N)
KalashukeChinaF H WE’erqisi2419- /07- /10- /13- /14122148925202890  0.75 0.75 3003000  (F)
Mamaya Nº1ChinaHBeipan137- /08- /10- /13- /14109250 591           
Luntan
[A]
ChinaHYangcunshui18012/08- /10- /13- /1490218             
Rastro de AutoBrazilHForqueta - /11- /11- /13- /1323190             
Lizhou
[A]
ChinaH WMuli190- /09- /11- /13- /14132211             
Shannipo
[A]
ChinaHBeipan85- /09- /11- /13- /15119205199267curve(3')curve(3)ogee(3)     
João BorgesBrazilHCaneiras - /12- /12- /1311/1324273             
ShaqianChinaF HFurong5710/11- /12- /13- /1359              
Barra do Rio ChapéuBrazilH WBraço do Norte21- /12- /12- /13- /1321              
ShuangfengsiChinaHLuanhe137- /11- /12- /13- /1450535 550           
Lower Russei ChrumCambodiaHRussei Chrum62- /11- /12- /13- /1459325170            
FuzikouChinaF HLijiang18811/11- /12- /13- /1477239 304           
Huhehaote (Hohhot) PSS - Downstream lower damChinaHHalasxinegou7- /12- /12- /13- /1458308205717           
Bajo FríoPanamaHChiriqui Viejo - /12- /13- /13- /145640687272           
AslandagTurkeyH I WBembo1109/0811/1102/1411/14692101622020.10(1)0.80(1)*0.80(12)300120010080(N)
Song Bung 4VietnamHVu Gia511- /1006/1204/1410/14114345852963V
0.40
 0.80   30030080
60
120
140
(N) &
(F)
GuanyinyanChinaF H N RJinsha2263- /0809/1105/14- /16159125064739364V
0.10
(3')0.75(3')0.75(1)300 5399(F)
TsugaruJapanF H IIwaki14110/0805/1008/1403/1697342500717V
1.00
(1)
(1)
0.74(1)0.74(1)25010009139(F)
BonyicPanamaHBonyic1- /11- /1308/14- /1537165 88           
LudilaChinaHJingsha171801/07- /11- /14- /15140622 1920V
0.20
 0.75        
YalnızardıçTurkeyHGöksu109- /09- /11- /14- /15113300490            
RondinhaBrazilH  - /12- /12- /14- /1420              
KayabeyiTurkeyH IKura14801/10- /12- /1402/15159230637780       300   
Longtanzui
[A]
ChinaHHanshuinanhe10- /10- /12- /14- /1598  205           
ManduriacuEcuadorHMauduriacu1012/11- /13- /1403/1561245114 0.25 0.75 0.75     (N)
OguzlarTurkeyHOrtasu2009/08- /13- /14- /15534313924600.10(1)0.80(1)*0.80(12)3006001000(-) -
MusatepeTurkeyHRobozik1309/08- /13- /14- /15661651311380.10(1)0.80(3')0.80(12)30012007763(N)
Lijiahe
[A]
ChinaHBahe53- /11- /13- /14- /1599352370478           
KatendeDR CongoH  08/11- /13- /14- /1516              
Songyue Dam RaiseChinaF H I R WHailanhe - /12- /13- /14- /1541271  V(1)0.73(10)conduit 300200080100(F)
KarakuzTurkeyHKökün5- /12- /13- /14- /1545162400            
Adigüzel IITurkeyHBüyük Menderes 15- /12- /13- /14- /1561145150            
AyvaliTurkeyHOltu30804/1102/1302/1510/1517740516501900V(3')0.75(3')*0.75(12)30030050
100
110
120
(F)
Kotanli II
[A-G]
TurkeyHKura2010/1205/1404/1511/15702502482520.15(3)0.70(3')0.70(12)30030085130(N)
Lai ChauVietnamHSong Da (Black River)121506/1003/1305/1507/1713162018842500V(3')0.75(3')*0.75(12)30030060160(F)
Teesta low dam (Stage IV)IndiaHTeesta3705/0601/1305/1508/16451961671700.40(3')*0.80(3')*separate 30030085135(F)
Cerro del ÁguilaPeruHMantaro3711/1208/1406/15- /16892702504500.10(1)0.75(1)*0.75(12)30060011523 
Xekaman 1LaosHXe Kaman312003/1205/1307/1512/161203358701065V(3')* (3')* (12)30030070130(F)
Ulu Jelai/SusuMalaysiaHBertam, Telom and Lemoi1803/1103/1409/1507/1690513731747V(4')0.80(3')*0.80(1)*4002400100
95
0
0
(-) -
Gibe IIIEthiopiaHOmo1469004/0812/1110/15- /16246630620064000.25(3')1.00(3')*1.00(3')*40040070 to  12045 to  60(S)
TuobaChinaHLangcang1215- /10- /12- /15- /16158508 3600           
BurçTurkeyHGöksu6301/0701/12- /15- /17702352322600.07(8)0.80(1)separate 3003006050 to  60(F)
Teles PiresBrazilHTeles Pires107/11- /13- /1509/16673605001020           
Nam Ou 5LaosHNam Ou - /11- /13- /15- /1674445             
KasimlarTurkeyHAyvalı43- /12- /13- /15- /1690235330            
GuoduoChinaHZaqu83- /12- /13- /15- /1693236 550           
Lom PangarCameroonF HLom6000- /12- /14- /15- /1646              
BogovinaSerbiaF H I WCmi Timok48- /12- /14- /15- /1654396175305           
San BartoloPanamaHSan Pablo39- /13- /14- /15- /164137177 V(3')0.85(3')*0.85(12)300300900(-) -
Dayakou
[A]
ChinaHNanting170- /13- /14- /15- /1699300 210           
Jubinha IBrazilHJubinha480- /15- /15- /15- /15211540             
Juba IVBrazilHJuba7- /15- /15- /15- /1526570             
Neelum-JhelumPakistanHNeelum8- /08- /1408/1611/1747125 156        15451 
Trung SonVietnamF HMa34911/1204/1408/1602/17884987701140V
0.35
(3')
(3')*
0.65(3')*0.65(12)30030060
70
140
150
(N)
Yukari (Upper) KaleköTurkeyHMurat78406/1206/1409/1604/18150516222424140.25(7)0.80(1)  3003009040(M)
KargiTurkeyHSakarya50- /11- /1512/1606/1795270535            
UludereTurkeyHOrtasu17- /08- /12- /16- /18774318008870.10(1)0.80(1)  3003009545(N)
Dong Nai 5VietnamHDong Nai - /10- /12- /16- /1872471             
Kirazlı KöprüTurkeyH IGökırmak66- /99- /13- /16- /1773280330 0.10(1)0.90(1)  300 7550(F)
BeyyurduTurkeyHBembo809/08- /13- /16- /17781761862090.10(1)0.80(1)0.80(12)300120010080(N)
XiaorongjiangChinaHXiaorong163- /10- /13- /16- /1790255             
Belo MonteBrazilHXingu5- /11- /13- /16- /2074680632208V 1.20 separate      
LianhuaChinaHLianhuaxi33- /10- /14- /16- /1730333             
HechuanChinaHJialingjiang11- /12- /14- /16- /1751              
LushiChinaHNujiang1288- /12- /14- /16- /18165              
ChucasCosta RicaHTárcoles450- /11- /14- /16- /17481301802000.20 0.75 0.75 30025009596(N)
Zongo IIDR CongoH  05/12- /15- /16- /1720              
GuanchangChinaH I Ww24- /14- /15- /16- /1754246             
YunheChinaHDangjiahe14- /14- /15- /16- /1768176             
HaokouChinaHFurong (Pangu)90- /14- /15- /16- /1785211             
Xiangbiling
[A]
ChinaHNiulanhe263- /14- /15- /16- /17142459             
Köroglu Kotanli 1
[A-G]
TurkeyHKura7303/1506/1502/1704/17100404640680V(3')0.60(3')*0.60(12)30030085130(N)
Patuca 3HondurasHPatuca208- /12- /1602/17- /19541601201600.20(1)0.75(1)0.75(12)300300010757(N)
LaúcaAngolaHKwanza548207/1209/1403/1706/18132107526462766V
0.10
(1)0.85(1)0.85(12)300300900(-) -
OkshtuniAlbaniaF HOkshtuni708/1503/1710/1702/1865253141194V
0.15
(12)0.90(12)*0.90(12)*3003001150(-) -
Dyraaba (part of Uma Oya Project)Sri LankaH IMathatilla Oya1- /11- /13- /17- /18501654050V(1) (1) (12)3003009595(F)
Minas San FranciscoEcuadorHJubones14- /12- /14- /1708/1878209        300300   
WunonglongChinaHLancang (Mekong)28427206/10- /15- /17- /18138247             
KagongChinaHLancang81- /13- /15- /17- /1997237             
SinopBrazilHTeles Pires - /14- /15- /17- /1917              
IncirTurkeyHBuyuk Cay - /13- /16- /17- /18150              
XimiheChinaH I WXimihe17- /14- /16- /17- /1888147             
Piedra PuntudaNicaraguaHRío Mico - /15- /16- /17- /1823   0.70
1.00
(5)
(5)
0.70
1.00
(1)*
(1)*
0.70(1)*     
FendouChinaF H I WMulenghe191- /15- /16- /17- /1846406             
XiahushanChinaF H I WDashahe196- /15- /16- /17- /1874296             
Wugachong
[A]
ChinaH I WMabiehe99- /15- /16- /17- /18108182             
HuangdengChinaH I RLancang (Mekong)161301/1004/1504/1806/1920346427533670 (3') (3') (12)30030082
67
100
100
(F)
Nam Ngiep ILaosHNam Ngiep119209/1404/1604/1808/191675402288 V(3') (3')* (12)3002400 -
3600
80
60
120
70
(F)
Muskrat Falls North DamCanadaHChurchill 08/1507/1709/1807/1939450208243V(1)0.80(1)0.80(1)3003000 &
1500
80140(F)
Xayaburi (Left bank closure section)LaosHMekong 03/1201/1812/1810/19401098285V(1) (16)  30030060100(F)
DahuaqiaoChinaHLancang (Mekong)293- /10- /13- /18- /19107232 112           
Puhulpola (part of Uma Oya Project)Sri LankaH IDalgolia Oya1- /11- /13- /18- /19351743040V(1) (1) (12)3003009595(F)
LidiChinaHLancang75- /10- /14- /18- /1975346 1100           
São RoqueBrazilHCanoas - /12- /14- /18- /1968151100583V 0.75 0.75      
BalliTurkeyHOrtasu6- /08- /14- /18- /2051188144 0.10(1)0.80(1)0.70(3')3003009545(N)
DatengxiaChinaHQianjiang3479- /14- /16- /1807/2080              
ZhuangliChinaF H I WShizhe133- /15- /17- /18- /194449             
NarliTurkeyHGöksu27- /16- /17- /18- /19471534968 (14) (14)  3003006550(F)
GaoshengChinaHHongduhe100- /16- /17- /18- /19121              
ItaocaraBrazilHParaiba do Sul170001/16- /17- /18- /1950              
MelenTurkeyH I WMelen693- /1306/1503/1905/19124944187120960.15(3')0.70(3')*0.70(3')3003009060(F)
YambaJapanF H I N WAgatsuma10808/1405/1705/1910/19116291 9110.15(1)0.80(1)0.08(1)25010008436(F)
Saddle Dam D (Xe-Pian Xe-Namnoy)LaosHXepian104310/1804/1910/19- /1956430170200V   none 300300  (F)
Shah wa ArüsAfghanistanF H I WShakardar10- /12- /13- /1904/2178303270337V
0.20
(1)0.80(1)0.80(1)30030010545(N)
PingzhaiChinaH I WSanchahe1089- /13- /15- /19- /21163              
Capulin-San PabloCosta RicaHTárcoles - /15- /16- /19- /2049              
MangshanChinaF H I WChanglehe133- /15- /17- /19- /20101355             
Kafue Gorge Lower (KGL)ZambiaHKafue8301/1606/1804/20- /20131375129013900.20(3')0.75(3')0.75(12)30030060112(F)
ZungeruNigeriaF HKaduna1140009/1301/1808/2010/21101109019202400V(3')0.75(3')*0.75(12)30030059
69  94
76
69  76
(F)
Arenal I-II
[A-G]
HondurasHYaguala7201/1804/1911/2001/21932732493050.04(3')0.40
0.67
(3')
(3')
0.40(13)     
Asagi (Lower) KaleköyTurkeyHMurat55603/13- /15- /2004/21125346119213420.25(7)0.80(3)separate 3003009040(M)
HiraseJapanF H WNishiki30- /10- /16- /20- /2273300 340           
HuokouChinaH WAojiang297- /15- /18- /20- /21914203006630.10 0.76 0.76     (F)
Tan MyVietnamH I WCai219- /16- /18- /20- /2167  1130           
SouapitiGuineaHKonkouré6300- /16- /18- /20- /211161200 3           
Xiakoutang
[A]
ChinaHYu - /17- /18- /20- /2170              
Las CrucesMexicoF H I RSan Pedro Mazquital2485- /17- /18- /20- /2118581522400V
0.10
(1)
(1)
0.80(1)0.80 300300   
Gürsöğüt 1TurkeyHSakarya77- /19- /19- /20- /2067135207            
Center Hill Auxiliary Backup DamUSAF H R WCaney Fork940- /17- /19- /20- /214029399122V(1)V
0.83
(1)*0.83(1)*3003009393(F)
Salto Y-YNicaraguaHBambana - /18- /19- /20- /2120   0.70
1.00
(5)
(5)
0.70
1.00
(1)*
(1)*
0.70(1)*     
Gürsöğüt 2TurkeyHSakarya10- /19- /19- /20- /2156275262            
Nam Kong 3LaosHNam Kong47111/1703/1902/2111/2165500347400V(3')0.75(3')*0.75(12)300300075113(F)
DaguChinaHYaluzangbu55- /16- /18- /20- /211173859371442        93
60
93
100
 
Busanga
[A]
D.R. CongoHLualaba 11/17- /1907/2111/21142 620770           
Hatta Upper SaddleUAEH  12/1903/2109/21- /24381844145 (7) (7) (7)*30030065120(F)
Site CCanadaHPeace - /1607/1710/21- /24718001740 V 0.80 0.80 30030060
60
90
120
(F)
Yangjiang PSP - Upper damChinaHMoyang1801/17- /1911/2106/22101477 652      3006000   
UchigataniJapanF HUchigatani12- /14- /18- /21- /2384270 328           
YanagawaJapanF H WYana19- /15- /18- /21- /2377243 233           
Song Giang 1 (formerly La Trong)VietnamH ISong Gianh - /16- /19- /21- /2276              
NiuluChinaHNiulushi66- /18- /20- /21- /2280391             
Nam Theun 1LaosHNam Kading, aka Nam Theun300908/1501/1901/2207/2218777241414341      3003000100
120
80
130
(F)
ShafaroudIranH I WShafaroud5303/1203/2007/2211/2210137295011800.10
0.50
(3')0.80(3')*0.80(12)300300   
Hatta UpperUAEH  12/1911/2108/22- /2470222170180 (7) (7)none 30030065120(F)
Sidi AbbouMoroccoF H I WLeben19801/2010/2010/2210/2471111200            
Julius Nyerere (formerly Rufiji)TanzaniaHRufiji368012/1810/20- /2212/231311025142019400.20(3')0.75(3')0.75(12)  9362(F)
Grand Ethiopian Renaissance Dam Project (GERDP)EthiopiaHBlue Nile7400012/1005/13- /22- /24160179010100105000.22(3')1.00(3')*1.00(3')*40040067 to  10523 to  35(N)
Chame Shir
[A-G]
IranF H I WZohreh2300- /11- /16- /22- /2315168011001200V 0.70   3003001600(-) -
BiratoriJapanF H I N WNukabira46- /13- /17- /22- /2457600 180V(1)0.78(1)0.78(1)     
KapiçayTurkeyH IBasgöz5- /14- /18- /22- /2450136126 V(1)0.80(1)  300 8456 
TingzikouChinaF H I N WJialing406711/09- /19- /22- /25116995             
Nam MoVietnamHNam Mo272- /18- /20- /22- /2396407             
IvirizuBoliviaHIvirizu - /18- /20- /22- /23105              
Tuxikou
[A]
ChinaF HQianche160- /18- /20- /22- /23132              
KızlaryoluTurkeyH IDevrez115- /17- /20- /22- /2392261447            
El-Janneh
[A-G]
LebanonH I WIbrahim (Abraham)38- /1502/20- /22- /221603501450       300300   
Singrobo-AhouatyIvory CoastHBandama10510/19- /21- /2203/2324              
El TablónHondurasHChamelecón - /19- /21- /22- /2361              
JalaurPhilippinesF H I WJalaur - /19- /21- /22- /23109              
Manavgat ÇardakTurkeyH ISağırın Çayı8- /17- /21- /22- /244418564            
Nam Sam 3LaosHNam Xam43510/1907/2104/2306/23122321907987V(3') (3')*    60140(F)
El TornillitoHondurasHUlua242- /17- /2105/2310/2483440             
Cisokan PSS (Lower dam)IndonesiaHCisokan10- /2005/2206/2308/2475294529566      3003004060 
NoaphaMyanmarHThanlwin - /17- /19- /23- /2585              
Middle YeywaMyanmarHMyitnge45317/00- /19- /23- /251602441700            
Caculo-CabaçaAngolaHKwanza43608/17- /20- /2303/2410355310751450V 0.85 0.85 30024001000 
KohalaPakistanHJhelum49- /16- /20- /23- /2469270             
Koysha (Gibe IV)EthiopiaHOmo1470009/1306/20- /23- /241681000740074000.10
0.35
(3')0.70(3')*separate 40040057 to  9923 to  41(N)
Nam Ngum 4LaosHNam Ngum 02/18- /21- /23- /2474252             
El CarmenNicaraguaHGrande de Matagalpa - /19- /21- /23- /2475   0.70
1.00
(5)
(5)
0.70
1.00
(1)*
(1)*
0.70(1)*     
Priest Rapids Right EmbankmentUSAHColumbia 11/19- /21- /23- /231756446 V(3')V
0.75
(3')
(17)
none 300300  (F)
MaiwanChinaH INandu61504/2003/2205/24- /2579377             
My LyVietnamHCai392- /19- /20- /24- /25118271             
KoukoutambaGuineaHBafing 07/17- /22- /24- /2586   V 0.70
0.80
 0.72      
SambangalouSenegalHGambia 07/17- /22- /24- /2590              
KalaChinaHYalong234- /20- /22- /24- /26128  2560           
Upper Yeywa (Kyaukme)MyanmarHMyitnge341- /1511/2210/2506/26102266532580V(3')0.80(3')*0.80(12)300300   
Porvenir II
[A-G]
ColombiaHNorth Samaná - /18- /22- /26- /27140548  V(3')0.50(3')*  300300   

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

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

Full Dam Information

Details

Country: Kazakhstan

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower

River: Irtysh

Reservoir capacity: 31 m3x106

Construction Dates

Start of Project: 05/55

Start of RCC: 05/55

End of RCC: 10/61

End of Project: 12/63

Specifications

Height: 90 metres

Length: 450 metres

Volume of RCC: 587 m3x103

Total volume: 988 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
3001200

Cementitious material

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

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): Hydropower

River: Leishui

Reservoir capacity: 4 m3x106

Construction Dates

Start of Project: -/79

Start of RCC: -/79

End of RCC: -/81

End of Project: -/82

Specifications

Height: 35 metres

Length: 33 metres

Volume of RCC: 3 m3x103

Total volume: 3 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Liangsanping on Google Earth
Liangsanping on Google Earth

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower / Water Supply

River: Youxi

Reservoir capacity: 27 m3x106

Construction Dates

Start of Project: 11/84

Start of RCC: 11/84

End of RCC: 04/86

End of Project: 11/86

Specifications

Height: 57 metres

Length: 123 metres

Volume of RCC: 43 m3x103

Total volume: 62 m3x103

Construction Methods

Facings

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

Placement

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

Cementitious material

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

Full Dam Information

Details

Country: 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: Japan

Owner: -

Type: Gravity

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

River: Mano

Reservoir capacity: 36 m3x106

Construction Dates

Start of Project: 12/83

Start of RCC: 12/83

End of RCC: 01/88

End of Project: 03/90

Specifications

Height: 69 metres

Length: 239 metres

Volume of RCC: 104 m3x103

Total volume: 219 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
180500

Cementitious material

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

Full Dam Information

Details

Country: Spain

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Xallas

Reservoir capacity: 17 m3x106

Construction Dates

Start of Project: 01/87

Start of RCC: 01/87

End of RCC: 06/88

End of Project: 10/88

Specifications

Height: 84 metres

Length: 290 metres

Volume of RCC: 225 m3x103

Total volume: 254 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
250250

Cementitious material

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

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower

River: Ogawa

Reservoir capacity: 5 m3x106

Construction Dates

Start of Project: 03/83

Start of RCC: 03/83

End of RCC: 06/88

End of Project: 06/90

Specifications

Height: 84 metres

Length: 260 metres

Volume of RCC: 268 m3x103

Total volume: 361 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
0.90Traditional concrete against formwork
Downstream
SlopeType
0.80Traditional concrete against formwork
Spillway
SlopeType
0.80Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
180500

Cementitious material

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

Full Dam Information

Details

Country: USA

Owner: -

Type: Gravity

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

River: Yampa

Reservoir capacity: 42 m3x106

Construction Dates

Start of Project: 08/87

Start of RCC: 08/87

End of RCC: 07/88

End of Project: 11/88

Specifications

Height: 46 metres

Length: 116 metres

Volume of RCC: 34 m3x103

Total volume: 39 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: Romania

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Jiu

Reservoir capacity: 5 m3x106

Construction Dates

Start of Project: 03/86

Start of RCC: 03/86

End of RCC: 10/88

End of Project: 10/92

Specifications

Height: 25 metres

Length: 55 metres

Volume of RCC: 14 m3x103

Total volume: 17 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300900

Cementitious material

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

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Yonghe

Reservoir capacity: 9 m3x106

Construction Dates

Start of Project: -/84

Start of RCC: -/84

End of RCC: -/88

End of Project: -/90

Specifications

Height: 52 metres

Length: 180 metres

Volume of RCC: -

Total volume: 220 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

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

Full Dam Information

Details

Country: Argentina

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Urugua-i

Reservoir capacity: 1175 m3x106

Construction Dates

Start of Project: 10/85

Start of RCC: 10/85

End of RCC: 04/89

End of Project: -/89

Specifications

Height: 77 metres

Length: 687 metres

Volume of RCC: 590 m3x103

Total volume: 626 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
400400

Cementitious material

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

Full Dam Information

Details

Country: Romania

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Jiu

Reservoir capacity: 2 m3x106

Construction Dates

Start of Project: 08/86

Start of RCC: 08/86

End of RCC: 05/89

End of Project: 12/93

Specifications

Height: 24 metres

Length: 61 metres

Volume of RCC: 13 m3x103

Total volume: 26 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300900

Cementitious material

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

Full Dam Information

Details

Country: 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: China

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Wenchuanxi

Reservoir capacity: 10 m3x106

Construction Dates

Start of Project: -/87

Start of RCC: -/87

End of RCC: -/89

End of Project: -/89

Specifications

Height: 47 metres

Length: 122 metres

Volume of RCC: -

Total volume: 74 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

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

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation

River: Shirobeshit-oshibetsu

Reservoir capacity: 18 m3x106

Construction Dates

Start of Project: 10/82

Start of RCC: 10/82

End of RCC: -/89

End of Project: 10/91

Specifications

Height: 40 metres

Length: 755 metres

Volume of RCC: 163 m3x103

Total volume: 360 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
250750

Cementitious material

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

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower

River: Nanpan

Reservoir capacity: 29 m3x106

Construction Dates

Start of Project: 01/84

Start of RCC: 01/84

End of RCC: 06/90

End of Project: 12/92

Specifications

Height: 61 metres

Length: 471 metres

Volume of RCC: 143 m3x103

Total volume: 284 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
250250

Cementitious material

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

Full Dam Information

Details

Country: 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: USA

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Tennessee

Reservoir capacity: 311 m3x106

Construction Dates

Start of Project: 08/89

Start of RCC: 08/89

End of RCC: 02/91

End of Project: 04/92

Specifications

Height: 17 metres

Length: 427 metres

Volume of RCC: 79 m3x103

Total volume: 79 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300600

Cementitious material

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

Full Dam Information

Details

Country: 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: USA

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: West Branch

Reservoir capacity: 13 m3x106

Construction Dates

Start of Project: 04/91

Start of RCC: 04/91

End of RCC: 10/91

End of Project: 06/92

Specifications

Height: 37 metres

Length: 100 metres

Volume of RCC: 36 m3x103

Total volume: 40 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Kosabi

Reservoir capacity: 11 m3x106

Construction Dates

Start of Project: 10/86

Start of RCC: 10/86

End of RCC: 12/91

End of Project: 11/92

Specifications

Height: 104 metres

Length: 273 metres

Volume of RCC: 400 m3x103

Total volume: 590 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
250750

Cementitious material

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

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower / Navigation

River: Hongshui

Reservoir capacity: 34 m3x106

Construction Dates

Start of Project: 03/85

Start of RCC: 03/85

End of RCC: 03/92

End of Project: 12/95

Specifications

Height: 110 metres

Length: 525 metres

Volume of RCC: 626 m3x103

Total volume: 905 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: Angola

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Kwanza

Reservoir capacity: 4795 m3x106

Construction Dates

Start of Project: 02/87

Start of RCC: 02/87

End of RCC: 05/92

End of Project: 12/07

Specifications

Height: 110 metres

Length: 1203 metres

Volume of RCC: 757 m3x103

Total volume: 1154 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
400400

Cementitious material

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

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower / Navigation

River: Min

Reservoir capacity: 2613 m3x106

Construction Dates

Start of Project: 03/87

Start of RCC: 03/87

End of RCC: 05/92

End of Project: 05/95

Specifications

Height: 101 metres

Length: 791 metres

Volume of RCC: 600 m3x103

Total volume: 1710 m3x103

Construction Methods

Facings

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

Placement

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

Cementitious material

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

Full Dam Information

Details

Country: 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: China

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Liuxihe

Reservoir capacity: 30 m3x106

Construction Dates

Start of Project: 12/94

Start of RCC: 12/94

End of RCC: 12/92

End of Project: 10/00

Specifications

Height: 61 metres

Length: 153 metres

Volume of RCC: 32 m3x103

Total volume: 57 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: French Guyana

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Sinnamary

Reservoir capacity: 3500 m3x106

Construction Dates

Start of Project: 07/89

Start of RCC: 07/89

End of RCC: 02/93

End of Project: 05/94

Specifications

Height: 48 metres

Length: 740 metres

Volume of RCC: 250 m3x103

Total volume: 410 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalReinforced conventional concrete cast before RCC placement
Downstream
SlopeType
VerticalRCC against precast concrete panels
0.80Mechanically compacted unformed face of RCC
Spillway
SlopeType
0.80Reinforced concrete cast against precast units or slip-formed facing elements

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower

River: Jinjianghe

Reservoir capacity: 189 m3x106

Construction Dates

Start of Project: 07/90

Start of RCC: 07/90

End of RCC: 03/93

End of Project: 07/93

Specifications

Height: 68 metres

Length: 229 metres

Volume of RCC: 182 m3x103

Total volume: 267 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
3003000

Cementitious material

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

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): Hydropower / Irrigation / Water Supply

River: Sanchahe

Reservoir capacity: 377 m3x106

Construction Dates

Start of Project: 03/89

Start of RCC: 03/89

End of RCC: 05/93

End of Project: 02/94

Specifications

Height: 75 metres

Length: 196 metres

Volume of RCC: 103 m3x103

Total volume: 137 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

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

River: Kamo

Reservoir capacity: 6 m3x106

Construction Dates

Start of Project: 10/89

Start of RCC: 10/89

End of RCC: 07/93

End of Project: 03/94

Specifications

Height: 76 metres

Length: 228 metres

Volume of RCC: 222 m3x103

Total volume: 342 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
250750

Cementitious material

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

Full Dam Information

Details

Country: Spain

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Cenza

Reservoir capacity: 43 m3x106

Construction Dates

Start of Project: 01/92

Start of RCC: 01/92

End of RCC: 08/93

End of Project: 12/93

Specifications

Height: 49 metres

Length: 609 metres

Volume of RCC: 200 m3x103

Total volume: 225 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork
Downstream
SlopeType
0.122RCC against formwork  [stepped face]
0.75RCC against formwork  [stepped face]
Spillway
SlopeType
0.75RCC against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower / Navigation

River: Youxi

Reservoir capacity: 108 m3x106

Construction Dates

Start of Project: 04/91

Start of RCC: 04/91

End of RCC: 10/93

End of Project: 12/95

Specifications

Height: 63 metres

Length: 197 metres

Volume of RCC: 126 m3x103

Total volume: 184 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: 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: China

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Sancha

Reservoir capacity: 420 m3x106

Construction Dates

Start of Project: -/89

Start of RCC: -/89

End of RCC: -/93

End of Project: -/94

Specifications

Height: 75 metres

Length: 196 metres

Volume of RCC: -

Total volume: 88 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

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

Full Dam Information

Details

Country: Thailand

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Mun

Reservoir capacity: -

Construction Dates

Start of Project: 04/91

Start of RCC: 04/91

End of RCC: 03/94

End of Project: 06/94

Specifications

Height: 26 metres

Length: 323 metres

Volume of RCC: 48 m3x103

Total volume: 50 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: 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: Mexico

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower

River: Santiago

Reservoir capacity: 26 m3x106

Construction Dates

Start of Project: 11/93

Start of RCC: 11/93

End of RCC: 07/94

End of Project: 07/94

Specifications

Height: 48 metres

Length: 176 metres

Volume of RCC: 81 m3x103

Total volume: 110 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against precast concrete panels
Downstream
SlopeType
0.66RCC against formwork  [stepped face]
0.80 
Spillway
SlopeType
separate 

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
90
Pozzolan (kg/m3)Pozzolan Type
130Natural pozzolan (ASTM Class N)
  
San Rafael completed
San Rafael completed

Full Dam Information

Details

Country: Canada

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Ha! Ha!

Reservoir capacity: 587 m3x106

Construction Dates

Start of Project: 10/92

Start of RCC: 10/92

End of RCC: 08/94

End of Project: 03/95

Specifications

Height: 40 metres

Length: 124 metres

Volume of RCC: 28 m3x103

Total volume: 35 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
85
Pozzolan (kg/m3)Pozzolan Type
85Low-lime flyash (ASTM Class F)
  
Lac Robertson completed
Lac Robertson 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: Japan

Owner: -

Type: Gravity

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

River: Nakatsu

Reservoir capacity: 193 m3x106

Construction Dates

Start of Project: 11/87

Start of RCC: 11/87

End of RCC: 02/95

End of Project: 03/01

Specifications

Height: 156 metres

Length: 400 metres

Volume of RCC: 1537 m3x103

Total volume: 2060 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
150  -750
200 

Cementitious material

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

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

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

River: Takahashi

Reservoir capacity: 28 m3x106

Construction Dates

Start of Project: 03/89

Start of RCC: 03/89

End of RCC: 04/95

End of Project: 03/98

Specifications

Height: 98 metres

Length: 259 metres

Volume of RCC: 396 m3x103

Total volume: 670 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
250750

Cementitious material

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

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

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

River: Matsu

Reservoir capacity: 12 m3x106

Construction Dates

Start of Project: 07/90

Start of RCC: 07/90

End of RCC: 06/95

End of Project: 09/96

Specifications

Height: 65 metres

Length: 296 metres

Volume of RCC: 141 m3x103

Total volume: 294 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
250750

Cementitious material

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

Full Dam Information

Details

Country: China

Owner: -

Type: Arch-Gravity

Purpose(s): Hydropower / Water Supply

River: Longshanxi

Reservoir capacity: 9 m3x106

Construction Dates

Start of Project: 08/93

Start of RCC: 08/93

End of RCC: 07/95

End of Project: 10/95

Specifications

Height: 64 metres

Length: 93 metres

Volume of RCC: 25 m3x103

Total volume: 33 m3x103

Construction Methods

Facings

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

Placement

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

Cementitious material

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

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

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

River: Taizi

Reservoir capacity: 2168 m3x106

Construction Dates

Start of Project: 05/90

Start of RCC: 05/90

End of RCC: 09/95

End of Project: 10/95

Specifications

Height: 82 metres

Length: 1040 metres

Volume of RCC: 1240 m3x103

Total volume: 1876 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
270  -750
280 

Cementitious material

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

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

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

River: Satsunai

Reservoir capacity: 54 m3x106

Construction Dates

Start of Project: 02/87

Start of RCC: 02/87

End of RCC: 10/95

End of Project: 03/99

Specifications

Height: 114 metres

Length: 300 metres

Volume of RCC: 536 m3x103

Total volume: 770 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
250750

Cementitious material

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

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

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

River: Urayama

Reservoir capacity: 58 m3x106

Construction Dates

Start of Project: 03/90

Start of RCC: 03/90

End of RCC: 12/95

End of Project: 03/99

Specifications

Height: 156 metres

Length: 372 metres

Volume of RCC: 1294 m3x103

Total volume: 1750 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
250750
 1000

Cementitious material

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

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower / Recreation

River: Longxihe

Reservoir capacity: 105 m3x106

Construction Dates

Start of Project: 12/92

Start of RCC: 12/92

End of RCC: -/95

End of Project: -/96

Specifications

Height: 84 metres

Length: 445 metres

Volume of RCC: 335 m3x103

Total volume: 564 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork (GEVR/GE-RCC)
Downstream
SlopeType
0.65Traditional concrete against formwork
Spillway
SlopeType
0.65Reinforced concrete cast against precast units or slip-formed facing elements

Placement

Layers (mm)Lifts (mm)
3001000

Cementitious material

Cement (kg/m3)
126
60
Pozzolan (kg/m3)Pozzolan Type
84Low-lime flyash (ASTM Class F)
90 
Shibanshui completed
Shibanshui completed

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Juba

Reservoir capacity: -

Construction Dates

Start of Project: -/93

Start of RCC: -/93

End of RCC: -/95

End of Project: -/96

Specifications

Height: 21 metres

Length: 238 metres

Volume of RCC: 96 m3x103

Total volume: 113 m3x103

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
15Natural pozzolan (ASTM Class N)
  
Photo coming soon

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Juba

Reservoir capacity: -

Construction Dates

Start of Project: -/93

Start of RCC: -/93

End of RCC: -/95

End of Project: -/96

Specifications

Height: 21 metres

Length: 238 metres

Volume of RCC: 105 m3x103

Total volume: 113 m3x103

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
15Natural pozzolan (ASTM Class N)
  
Photo coming soon

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Jordão

Reservoir capacity: 110 m3x106

Construction Dates

Start of Project: 05/94

Start of RCC: 05/94

End of RCC: 02/96

End of Project: 09/96

Specifications

Height: 95 metres

Length: 550 metres

Volume of RCC: 570 m3x103

Total volume: 647 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.74RCC against formwork  [stepped face]
Spillway
SlopeType
0.74Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
400400

Cementitious material

Cement (kg/m3)
60
Pozzolan (kg/m3)Pozzolan Type
15Natural pozzolan (ASTM Class N)
  
Jordão completed
Jordão completed

Full Dam Information

Details

Country: Chile

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Bio-Bio

Reservoir capacity: 175 m3x106

Construction Dates

Start of Project: 01/92

Start of RCC: 01/92

End of RCC: 02/96

End of Project: 12/96

Specifications

Height: 113 metres

Length: 410 metres

Volume of RCC: 670 m3x103

Total volume: 740 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.80RCC 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)
80
Pozzolan (kg/m3)Pozzolan Type
100Natural pozzolan (ASTM Class N)
  
Pangue completed
Pangue 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: Japan

Owner: -

Type: Gravity

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

River: Katsura

Reservoir capacity: 66 m3x106

Construction Dates

Start of Project: -/83

Start of RCC: -/83

End of RCC: 07/96

End of Project: 03/98

Specifications

Height: 70 metres

Length: 438 metres

Volume of RCC: 440 m3x103

Total volume: 670 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
250750
 1000

Cementitious material

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

Full Dam Information

Details

Country: Canada

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Exploits

Reservoir capacity: -

Construction Dates

Start of Project: 08/96

Start of RCC: 08/96

End of RCC: 09/96

End of Project: 12/96

Specifications

Height: 15 metres

Length: 180 metres

Volume of RCC: 7 m3x103

Total volume: 11 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.67Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.67Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
200200

Cementitious material

Cement (kg/m3)
130
Pozzolan (kg/m3)Pozzolan Type
75Low-lime flyash (ASTM Class F)
  
Grand Falls spillway completed
Grand Falls spillway completed

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: Brazil

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Jordão

Reservoir capacity: 110 m3x106

Construction Dates

Start of Project: 05/94

Start of RCC: 05/94

End of RCC: -/96

End of Project: 12/97

Specifications

Height: 66 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
  
  
Derivação do Rio Jordão completed
Derivação do Rio Jordão 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: 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: Japan

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Tuchimuro

Reservoir capacity: 12 m3x106

Construction Dates

Start of Project: 11/92

Start of RCC: 11/92

End of RCC: 07/97

End of Project: 11/99

Specifications

Height: 105 metres

Length: 264 metres

Volume of RCC: 428 m3x103

Total volume: 622 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
0.10Traditional concrete against formwork
Downstream
SlopeType
0.82Traditional concrete against formwork
Spillway
SlopeType
0.82Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
1701000

Cementitious material

Cement (kg/m3)
91
84
Pozzolan (kg/m3)Pozzolan Type
39Low-lime flyash (ASTM Class F)
36 
Kazunogawa completed
Kazunogawa 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: Brazil

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Do Peixe

Reservoir capacity: 2 m3x106

Construction Dates

Start of Project: 02/96

Start of RCC: 02/96

End of RCC: 12/97

End of Project: -/98

Specifications

Height: 32 metres

Length: 300 metres

Volume of RCC: 20 m3x103

Total volume: 34 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)
120
90
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
0 
Rio do Peixe II completed
Rio do Peixe II completed

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): Hydropower

River: Huilonghe

Reservoir capacity: 8 m3x106

Construction Dates

Start of Project: -/93

Start of RCC: -/93

End of RCC: -/97

End of Project: -/98

Specifications

Height: 90 metres

Length: 158 metres

Volume of RCC: -

Total volume: 770 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: Japan

Owner: -

Type: Gravity

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

River: Hienuki

Reservoir capacity: 17 m3x106

Construction Dates

Start of Project: 03/93

Start of RCC: 03/93

End of RCC: 06/98

End of Project: 03/00

Specifications

Height: 74 metres

Length: 333 metres

Volume of RCC: 141 m3x103

Total volume: 333 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
250750

Cementitious material

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

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Iguaçu

Reservoir capacity: 4 m3x106

Construction Dates

Start of Project: 02/95

Start of RCC: 02/95

End of RCC: 07/98

End of Project: 12/98

Specifications

Height: 67 metres

Length: 1083 metres

Volume of RCC: 912 m3x103

Total volume: 1438 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalReinforced concrete cast against precast units or slip-formed facing elements
Downstream
SlopeType
0.75Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.75Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
80
Pozzolan (kg/m3)Pozzolan Type
20Low-lime flyash (ASTM Class F)
  
Gov. José Richa (formerly Salto Caxias) completed
Gov. José Richa (formerly Salto Caxias) 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: China

Owner: -

Type: Gravity

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

River: Dazhangxi

Reservoir capacity: 68 m3x106

Construction Dates

Start of Project: 05/96

Start of RCC: 05/96

End of RCC: 10/98

End of Project: 09/99

Specifications

Height: 87 metres

Length: 198 metres

Volume of RCC: 170 m3x103

Total volume: 255 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
2803000

Cementitious material

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

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Yinghe

Reservoir capacity: 8 m3x106

Construction Dates

Start of Project: 01/96

Start of RCC: 01/96

End of RCC: 12/98

End of Project: 05/99

Specifications

Height: 85 metres

Length: 173 metres

Volume of RCC: 240 m3x103

Total volume: 290 m3x103

Construction Methods

Facings

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

Placement

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

Cementitious material

Cement (kg/m3)
78
74
Pozzolan (kg/m3)Pozzolan Type
95Low-lime flyash (ASTM Class F)
90 
Huatan completed
Huatan completed

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower / Water Supply

River: Yujiang

Reservoir capacity: 68 m3x106

Construction Dates

Start of Project: -/91

Start of RCC: -/91

End of RCC: 12/98

End of Project: 06/00

Specifications

Height: 69 metres

Length: 279 metres

Volume of RCC: 170 m3x103

Total volume: 200 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
3005000

Cementitious material

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

Full Dam Information

Details

Country: 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: Thin Arch

Purpose(s): Hydropower

River: Yuquanxi

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: -/96

Start of RCC: -/96

End of RCC: -/98

End of Project: -/98

Specifications

Height: 34 metres

Length: 80 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 / Water Supply

River: Fenhe

Reservoir capacity: 130 m3x106

Construction Dates

Start of Project: 11/96

Start of RCC: 11/96

End of RCC: 03/99

End of Project: 06/00

Specifications

Height: 87 metres

Length: 350 metres

Volume of RCC: 362 m3x103

Total volume: 448 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
3003000

Cementitious material

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

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

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

River: Loushui

Reservoir capacity: 1741 m3x106

Construction Dates

Start of Project: 07/95

Start of RCC: 07/95

End of RCC: 04/99

End of Project: -/01

Specifications

Height: 131 metres

Length: 368 metres

Volume of RCC: 1100 m3x103

Total volume: 1310 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
3003000

Cementitious material

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

Full Dam Information

Details

Country: 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: Indonesia

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Larona

Reservoir capacity: 31 m3x106

Construction Dates

Start of Project: 09/96

Start of RCC: 09/96

End of RCC: 06/99

End of Project: 09/99

Specifications

Height: 94 metres

Length: 352 metres

Volume of RCC: 528 m3x103

Total volume: 534 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
420420

Cementitious material

Cement (kg/m3)
81
Pozzolan (kg/m3)Pozzolan Type
54Low-lime flyash (ASTM Class F)
  
Balambano completed
Balambano completed

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Yangxishui

Reservoir capacity: 2 m3x106

Construction Dates

Start of Project: 11/97

Start of RCC: 11/97

End of RCC: 06/99

End of Project: 07/00

Specifications

Height: 46 metres

Length: 202 metres

Volume of RCC: 100 m3x103

Total volume: 139 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: 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: Brazil

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Itabapoana

Reservoir capacity: 17 m3x106

Construction Dates

Start of Project: 04/98

Start of RCC: 04/98

End of RCC: 09/99

End of Project: -/00

Specifications

Height: 37 metres

Length: 212 metres

Volume of RCC: 45 m3x103

Total volume: 75 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)
45
Pozzolan (kg/m3)Pozzolan Type
55Ground-granulated blast-furnace slag
  
Rosal completed
Rosal completed

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Güredin Creek

Reservoir capacity: 9 m3x106

Construction Dates

Start of Project: 01/98

Start of RCC: 01/98

End of RCC: 10/99

End of Project: 10/99

Specifications

Height: 36 metres

Length: 192 metres

Volume of RCC: 55 m3x103

Total volume: 60 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against precast concrete panels
Downstream
SlopeType
0.80RCC against precast concrete panels
Spillway
SlopeType
0.80Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
50
Pozzolan (kg/m3)Pozzolan Type
100Ground-granulated blast-furnace slag
  
Suçati completed
Suçati completed

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Piracicaba

Reservoir capacity: 12 m3x106

Construction Dates

Start of Project: -/97

Start of RCC: -/97

End of RCC: -/99

End of Project: -/00

Specifications

Height: 41 metres

Length: 499 metres

Volume of RCC: 85 m3x103

Total volume: 102 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
80
Pozzolan (kg/m3)Pozzolan Type
20Natural pozzolan (ASTM Class N)
  
Guilman-Amorin completed
Guilman-Amorin completed

Full Dam Information

Details

Country: Laos

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Nam Leuk

Reservoir capacity: 185 m3x106

Construction Dates

Start of Project: -/98

Start of RCC: -/98

End of RCC: -/99

End of Project: -/00

Specifications

Height: 15 metres

Length: 60 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 / 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: China

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower / Navigation

River: Qingjiang

Reservoir capacity: 536 m3x106

Construction Dates

Start of Project: 05/97

Start of RCC: 05/97

End of RCC: 04/00

End of Project: 01/01

Specifications

Height: 57 metres

Length: 440 metres

Volume of RCC: 210 m3x103

Total volume: 940 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against precast concrete panels with hot poured membrane
Downstream
SlopeType
0.75Traditional concrete against formwork
Spillway
SlopeType
0.75Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
123
86
Pozzolan (kg/m3)Pozzolan Type
100Low-lime flyash (ASTM Class F)
86 
Gaobazhou completed
Gaobazhou completed

Full Dam Information

Details

Country: Iran

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower

River: Karkeh

Reservoir capacity: 40 m3x106

Construction Dates

Start of Project: 02/98

Start of RCC: 02/98

End of RCC: 07/00

End of Project: -/01

Specifications

Height: 34 metres

Length: 350 metres

Volume of RCC: 130 m3x103

Total volume: 270 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
97
Pozzolan (kg/m3)Pozzolan Type
33No pozzolan used  -
  
Karkheh (Pie Pol) completed
Karkheh (Pie Pol) completed

Full Dam Information

Details

Country: Colombia

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Porce

Reservoir capacity: 211 m3x106

Construction Dates

Start of Project: 11/94

Start of RCC: 11/94

End of RCC: 09/00

End of Project: 03/01

Specifications

Height: 123 metres

Length: 425 metres

Volume of RCC: 1305 m3x103

Total volume: 1445 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.10Slip-formed/extruded facing elements
Downstream
SlopeType
0.35Slip-formed/extruded facing elements  [stepped face]
0.75 
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)
132
120
Pozzolan (kg/m3)Pozzolan Type
88Natural pozzolan (ASTM Class N)
80 
Porce II completed
Porce II completed

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Tocantins

Reservoir capacity: 45800 m3x106

Construction Dates

Start of Project: 06/98

Start of RCC: 06/98

End of RCC: 09/00

End of Project: 10/05

Specifications

Height: 78 metres

Length: 1541 metres

Volume of RCC: 288 m3x103

Total volume: 1383 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
70
Pozzolan (kg/m3)Pozzolan Type
30Natural pozzolan (ASTM Class N)
  
Tucuruí - 2nd Phase completed
Tucuruí - 2nd Phase completed

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Jacuí

Reservoir capacity: 63 m3x106

Construction Dates

Start of Project: 08/98

Start of RCC: 08/98

End of RCC: 10/00

End of Project: 12/00

Specifications

Height: 63 metres

Length: 670 metres

Volume of RCC: 485 m3x103

Total volume: 503 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)
72
Pozzolan (kg/m3)Pozzolan Type
18Natural pozzolan (ASTM Class N)
  
Dona Francisca completed
Dona Francisca completed

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Geermu

Reservoir capacity: 9780 m3x106

Construction Dates

Start of Project: -/96

Start of RCC: -/96

End of RCC: -/00

End of Project: -/01

Specifications

Height: 40 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

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

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): Flood Control / Hydropower

River: Du’anshui (Chengjiang)

Reservoir capacity: 48 m3x106

Construction Dates

Start of Project: 09/99

Start of RCC: 09/99

End of RCC: 01/01

End of Project: 03/01

Specifications

Height: 57 metres

Length: 179 metres

Volume of RCC: 90 m3x103

Total volume: 119 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
3303000

Cementitious material

Cement (kg/m3)
105
63
Pozzolan (kg/m3)Pozzolan Type
86Low-lime flyash (ASTM Class F)
80 
Photo coming soon

Full Dam Information

Details

Country: China

Owner: -

Type: Arch-Gravity

Purpose(s): Hydropower

River: Heihe

Reservoir capacity: 13 m3x106

Construction Dates

Start of Project: 04/99

Start of RCC: 04/99

End of RCC: 06/01

End of Project: 09/01

Specifications

Height: 80 metres

Length: 258 metres

Volume of RCC: 187 m3x103

Total volume: 210 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
3003000

Cementitious material

Cement (kg/m3)
96
58
Pozzolan (kg/m3)Pozzolan Type
109Low-lime flyash (ASTM Class F)
113 
Longshou Nº1 completed
Longshou Nº1 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: Japan

Owner: -

Type: Gravity

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

River: Chubetu

Reservoir capacity: 93 m3x106

Construction Dates

Start of Project: 03/94

Start of RCC: 03/94

End of RCC: 08/01

End of Project: 03/04

Specifications

Height: 86 metres

Length: 290 metres

Volume of RCC: 523 m3x103

Total volume: 1007 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
250750
 1000

Cementitious material

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

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower

River: Lancang

Reservoir capacity: 890 m3x106

Construction Dates

Start of Project: 10/97

Start of RCC: 10/97

End of RCC: 10/01

End of Project: 07/02

Specifications

Height: 115 metres

Length: 481 metres

Volume of RCC: 757 m3x103

Total volume: 1287 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork (GEVR/GE-RCC)
0.20 
Downstream
SlopeType
0.70RCC against precast concrete blocks  [stepped face]
Spillway
SlopeType
0.70Reinforced concrete cast against precast units or slip-formed facing elements

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
94
67
Pozzolan (kg/m3)Pozzolan Type
94Natural pozzolan (ASTM Class N)
101 
Dachaoshan completed
Dachaoshan completed

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Tocantins

Reservoir capacity: 2300 m3x106

Construction Dates

Start of Project: 03/99

Start of RCC: 03/99

End of RCC: 10/01

End of Project: 10/02

Specifications

Height: 67 metres

Length: 510 metres

Volume of RCC: 527 m3x103

Total volume: 833 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
40
Pozzolan (kg/m3)Pozzolan Type
50Ground-granulated blast-furnace slag
  
Cana Brava completed
Cana Brava completed

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

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

River: Ting

Reservoir capacity: 2035 m3x106

Construction Dates

Start of Project: 04/98

Start of RCC: 04/98

End of RCC: 11/01

End of Project: 04/02

Specifications

Height: 111 metres

Length: 302 metres

Volume of RCC: 500 m3x103

Total volume: 615 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
3003000

Cementitious material

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

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Tocantins

Reservoir capacity: 4982 m3x106

Construction Dates

Start of Project: 07/98

Start of RCC: 07/98

End of RCC: 12/01

End of Project: 12/02

Specifications

Height: 43 metres

Length: 2100 metres

Volume of RCC: 188 m3x103

Total volume: 210 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
30
Pozzolan (kg/m3)Pozzolan Type
40Ground-granulated blast-furnace slag
  
Lajeado (Luis Eduardo Magalhães) completed
Lajeado (Luis Eduardo Magalhães) 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: Japan

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Jinryu

Reservoir capacity: 19 m3x106

Construction Dates

Start of Project: 03/97

Start of RCC: 03/97

End of RCC: -/01

End of Project: 06/05

Specifications

Height: 120 metres

Length: 350 metres

Volume of RCC: 269 m3x103

Total volume: 720 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
0.30Traditional concrete against formwork
Downstream
SlopeType
0.84Traditional concrete against formwork
Spillway
SlopeType
0.84Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
2001000

Cementitious material

Cement (kg/m3)
77
70
Pozzolan (kg/m3)Pozzolan Type
33Low-lime flyash (ASTM Class F)
30 
Ueno completed
Ueno completed

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Rio Grande

Reservoir capacity: 285 m3x106

Construction Dates

Start of Project: -/97

Start of RCC: -/97

End of RCC: -/01

End of Project: 12/02

Specifications

Height: 50 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
  
  
Funil completed
Funil 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: China

Owner: -

Type: Thin Arch

Purpose(s): Hydropower

River: Xiaoxihe

Reservoir capacity: 12 m3x106

Construction Dates

Start of Project: -/99

Start of RCC: -/99

End of RCC: -/01

End of Project: -/02

Specifications

Height: 68 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: Costa Rica

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Peñas Blancas

Reservoir capacity: 2 m3x106

Construction Dates

Start of Project: 04/00

Start of RCC: 04/00

End of RCC: 01/02

End of Project: 07/02

Specifications

Height: 48 metres

Length: 211 metres

Volume of RCC: 120 m3x103

Total volume: 170 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
35Natural pozzolan (ASTM Class N)
  
Peñas Blancas completed
Peñas Blancas completed

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower / Recreation / Water Supply

River: Hailanhe

Reservoir capacity: 30 m3x106

Construction Dates

Start of Project: 11/98

Start of RCC: 11/98

End of RCC: 01/02

End of Project: 12/02

Specifications

Height: 30 metres

Length: 244 metres

Volume of RCC: 43 m3x103

Total volume: 89 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
3002000

Cementitious material

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

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): Hydropower

River: Caopohe

Reservoir capacity: 18 m3x106

Construction Dates

Start of Project: 06/97

Start of RCC: 06/97

End of RCC: 05/02

End of Project: 04/03

Specifications

Height: 132 metres

Length: 230 metres

Volume of RCC: 380 m3x103

Total volume: 392 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork (GEVR/GE-RCC)
0.10 
Downstream
SlopeType
0.21RCC against formwork
Spillway
SlopeType
crestTraditional concrete against formwork
0.21 

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
108
89
Pozzolan (kg/m3)Pozzolan Type
72Low-lime flyash (ASTM Class F)
89 
Shapai completed
Shapai completed

Full Dam Information

Details

Country: Colombia

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: La Miel

Reservoir capacity: 565 m3x106

Construction Dates

Start of Project: 12/97

Start of RCC: 12/97

End of RCC: 07/02

End of Project: 10/02

Specifications

Height: 188 metres

Length: 345 metres

Volume of RCC: 1669 m3x103

Total volume: 1730 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork with external geomembrane (GEVR/GE-RCC)
Downstream
SlopeType
0.75RCC against formwork (GEVR/GE-RCC)
1.00 
Spillway
SlopeType
0.75Reinforced conventional concrete cast after RCC placement
1.00 

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
85  to
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Miel I completed
Miel I 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): Hydropower

River: Itiquira

Reservoir capacity: -

Construction Dates

Start of Project: -/00

Start of RCC: -/00

End of RCC: -/02

End of Project: -/02

Specifications

Height: 15 metres

Length: -

Volume of RCC: 22 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: Thin Arch

Purpose(s): Hydropower

River: Xiaoxihe

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: -/98

Start of RCC: -/98

End of RCC: -/02

End of Project: -/03

Specifications

Height: 34 metres

Length: 114 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: Brazil

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Rio São Bento

Reservoir capacity: 58 m3x106

Construction Dates

Start of Project: -/99

Start of RCC: -/99

End of RCC: -/02

End of Project: -/03

Specifications

Height: 49 metres

Length: 461 metres

Volume of RCC: -

Total volume: -

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
  
  
Rio São Bento completed
Rio São Bento completed

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Guaporé

Reservoir capacity: 18 m3x106

Construction Dates

Start of Project: -/00

Start of RCC: -/00

End of RCC: -/02

End of Project: -/03

Specifications

Height: 32 metres

Length: 152 metres

Volume of RCC: -

Total volume: 43 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
  
  
Guaporé under construction
Guaporé under construction

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Jauru

Reservoir capacity: 20 m3x106

Construction Dates

Start of Project: -/00

Start of RCC: -/00

End of RCC: -/02

End of Project: -/03

Specifications

Height: 51 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
  
  
Jauru completed
Jauru completed

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): Hydropower

River: Junxi

Reservoir capacity: 5 m3x106

Construction Dates

Start of Project: -/00

Start of RCC: -/00

End of RCC: -/02

End of Project: -/03

Specifications

Height: 69 metres

Length: 192 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

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

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower / Navigation

River: Youshui

Reservoir capacity: 378 m3x106

Construction Dates

Start of Project: 08/01

Start of RCC: 08/01

End of RCC: 05/03

End of Project: 05/04

Specifications

Height: 65 metres

Length: 238 metres

Volume of RCC: 141 m3x103

Total volume: 376 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
3003000

Cementitious material

Cement (kg/m3)
86
68
Pozzolan (kg/m3)Pozzolan Type
103Low-lime flyash (ASTM Class F)
83 
Wanmipo completed
Wanmipo 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: Chile

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Bio-Bio

Reservoir capacity: 1200 m3x106

Construction Dates

Start of Project: 08/99

Start of RCC: 08/99

End of RCC: 09/03

End of Project: 04/04

Specifications

Height: 155 metres

Length: 360 metres

Volume of RCC: 1596 m3x103

Total volume: 1640 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
133
95  116
Pozzolan (kg/m3)Pozzolan Type
57Natural pozzolan (ASTM Class N)
50  41 
Ralco completed
Ralco completed

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Apeng

Reservoir capacity: 25 m3x106

Construction Dates

Start of Project: 08/01

Start of RCC: 08/01

End of RCC: 10/03

End of Project: 11/03

Specifications

Height: 56 metres

Length: 193 metres

Volume of RCC: 72 m3x103

Total volume: 161 m3x103

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

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): Hydropower

River: -

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 06/01

Start of RCC: 06/01

End of RCC: 11/03

End of Project: -/05

Specifications

Height: 54 metres

Length: 208 metres

Volume of RCC: 73 m3x103

Total volume: 76 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork (GEVR/GE-RCC)
Downstream
SlopeType
0.75RCC against formwork (GEVR/GE-RCC)
Spillway
SlopeType
none 

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
 Low-lime flyash (ASTM Class F)
  
Huilong PSS - Upper dam completed
Huilong PSS - Upper dam completed

Full Dam Information

Details

Country: Russia

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower

River: Bureya

Reservoir capacity: 21000 m3x106

Construction Dates

Start of Project: 01/76

Start of RCC: 01/76

End of RCC: -/03

End of Project: -/09

Specifications

Height: 139 metres

Length: 810 metres

Volume of RCC: 709 m3x103

Total volume: 3538 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)
300  -300  -
500500

Cementitious material

Cement (kg/m3)
95  to
Pozzolan (kg/m3)Pozzolan Type
25  toNatural pozzolan (ASTM Class N)
  
Bureya completed
Bureya completed

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): Hydropower

River: Renhe

Reservoir capacity: 2 m3x106

Construction Dates

Start of Project: -/00

Start of RCC: -/00

End of RCC: -/03

End of Project: -/04

Specifications

Height: 66 metres

Length: 120 metres

Volume of RCC: 81 m3x103

Total volume: 106 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): Hydropower

River: Tangkouxi

Reservoir capacity: 15 m3x106

Construction Dates

Start of Project: -/01

Start of RCC: -/01

End of RCC: -/03

End of Project: -/04

Specifications

Height: 56 metres

Length: 159 metres

Volume of RCC: 38 m3x103

Total volume: 40 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

River: Xipihe

Reservoir capacity: 51 m3x106

Construction Dates

Start of Project: -/02

Start of RCC: -/02

End of RCC: -/03

End of Project: -/04

Specifications

Height: 70 metres

Length: 258 metres

Volume of RCC: 130 m3x103

Total volume: 168 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: India

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Pravara

Reservoir capacity: 6 m3x106

Construction Dates

Start of Project: 12/01

Start of RCC: 12/01

End of RCC: 01/04

End of Project: 06/04

Specifications

Height: 15 metres

Length: 503 metres

Volume of RCC: 35 m3x103

Total volume: 40 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
88
Pozzolan (kg/m3)Pozzolan Type
132Low-lime flyash (ASTM Class F)
  
Ghatghar (Upper dam) completed
Ghatghar (Upper dam) completed

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Muyangxi

Reservoir capacity: 47 m3x106

Construction Dates

Start of Project: -/02

Start of RCC: -/02

End of RCC: 03/04

End of Project: 06/04

Specifications

Height: 73 metres

Length: 206 metres

Volume of RCC: 159 m3x103

Total volume: 199 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork (GEVR/GE-RCC)
Downstream
SlopeType
0.72RCC against formwork (GEVR/GE-RCC)
Spillway
SlopeType
0.70Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
67
50
Pozzolan (kg/m3)Pozzolan Type
100Low-lime flyash (ASTM Class F)
92 
Zhouning completed
Zhouning completed

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: -

Reservoir capacity: 2 m3x106

Construction Dates

Start of Project: 06/01

Start of RCC: 06/01

End of RCC: 06/04

End of Project: -/05

Specifications

Height: 54 metres

Length: 175 metres

Volume of RCC: 88 m3x103

Total volume: 105 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
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: 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: China

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Tongkouhe

Reservoir capacity: 36 m3x106

Construction Dates

Start of Project: 10/98

Start of RCC: 10/98

End of RCC: -/04

End of Project: -/04

Specifications

Height: 72 metres

Length: 198 metres

Volume of RCC: 300 m3x103

Total volume: 352 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
1.10Traditional concrete against formwork
Spillway
SlopeType
ogeeTraditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Nanpan

Reservoir capacity: 278 m3x106

Construction Dates

Start of Project: 12/01

Start of RCC: 12/01

End of RCC: -/04

End of Project: 07/05

Specifications

Height: 62 metres

Length: 396 metres

Volume of RCC: 150 m3x103

Total volume: 700 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork (GEVR/GE-RCC)
Downstream
SlopeType
0.70RCC against formwork (GEVR/GE-RCC)
Spillway
SlopeType
ogeeReinforced 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)
  
Pingban completed
Pingban completed

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Das Antas

Reservoir capacity: 23 m3x106

Construction Dates

Start of Project: 04/02

Start of RCC: 04/02

End of RCC: -/04

End of Project: 12/04

Specifications

Height: 25 metres

Length: 180 metres

Volume of RCC: 35 m3x103

Total volume: 66 m3x103

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
  
  
Monte Claro completed
Monte Claro completed

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): Hydropower

River: Tuwushui

Reservoir capacity: 17 m3x106

Construction Dates

Start of Project: -/03

Start of RCC: -/03

End of RCC: -/04

End of Project: -/04

Specifications

Height: 53 metres

Length: 124 metres

Volume of RCC: -

Total volume: 29 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: Laos

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Nam Gnong

Reservoir capacity: 49 m3x106

Construction Dates

Start of Project: -/02

Start of RCC: -/02

End of RCC: -/04

End of Project: 01/05

Specifications

Height: 28 metres

Length: 151 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: Brazil

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Doce

Reservoir capacity: 54 m3x106

Construction Dates

Start of Project: 05/01

Start of RCC: 05/01

End of RCC: -/04

End of Project: 05/05

Specifications

Height: 53 metres

Length: 311 metres

Volume of RCC: 236 m3x103

Total volume: 248 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
40
Pozzolan (kg/m3)Pozzolan Type
50Ground-granulated blast-furnace slag
  
Risoleta Neves (formerly Candonga) under construction
Risoleta Neves (formerly Candonga) under construction

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Longhe

Reservoir capacity: 9 m3x106

Construction Dates

Start of Project: 08/01

Start of RCC: 08/01

End of RCC: -/04

End of Project: -/05

Specifications

Height: 50 metres

Length: 156 metres

Volume of RCC: 118 m3x103

Total volume: 147 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork (GEVR/GE-RCC)
Downstream
SlopeType
0.70RCC against formwork (GEVR/GE-RCC)
Spillway
SlopeType
0.85Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

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

River: Juhe

Reservoir capacity: 99 m3x106

Construction Dates

Start of Project: -/02

Start of RCC: -/02

End of RCC: -/04

End of Project: -/05

Specifications

Height: 85 metres

Length: 192 metres

Volume of RCC: -

Total volume: 131 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): Hydropower

River: Meixi

Reservoir capacity: 20 m3x106

Construction Dates

Start of Project: -/00

Start of RCC: -/00

End of RCC: -/04

End of Project: -/06

Specifications

Height: 96 metres

Length: 178 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: Brazil

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Jordåo

Reservoir capacity: 431 m3x106

Construction Dates

Start of Project: 11/02

Start of RCC: 11/02

End of RCC: -/04

End of Project: 01/05

Specifications

Height: 67 metres

Length: 543 metres

Volume of RCC: 530 m3x103

Total volume: 606 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
40
Pozzolan (kg/m3)Pozzolan Type
50Ground-granulated blast-furnace slag
  
Santa Clara - Jordão-PR completed
Santa Clara - Jordão-PR completed

Full Dam Information

Details

Country: USA

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Saluda

Reservoir capacity: 1970 m3x106

Construction Dates

Start of Project: 08/02

Start of RCC: 08/02

End of RCC: 04/05

End of Project: 07/05

Specifications

Height: 65 metres

Length: 2439 metres

Volume of RCC: 1004 m3x103

Total volume: 1410 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
89
Pozzolan (kg/m3)Pozzolan Type
89Low-lime flyash (ASTM Class F)
  
Saluda dam remediation completed
Saluda dam remediation 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 / Navigation

River: Hanjiang

Reservoir capacity: 229 m3x106

Construction Dates

Start of Project: 11/03

Start of RCC: 11/03

End of RCC: 05/05

End of Project: 06/07

Specifications

Height: 63 metres

Length: 346 metres

Volume of RCC: 194 m3x103

Total volume: 631 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 / 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: Belize

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Macal

Reservoir capacity: 120 m3x106

Construction Dates

Start of Project: 07/03

Start of RCC: 07/03

End of RCC: 10/05

End of Project: 12/06

Specifications

Height: 68 metres

Length: 425 metres

Volume of RCC: 180 m3x103

Total volume: 210 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.20Traditional concrete against formwork
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)
3003600

Cementitious material

Cement (kg/m3)
105
Pozzolan (kg/m3)Pozzolan Type
0Natural pozzolan (ASTM Class N)
  
Chalillo completed
Chalillo completed

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Pelotas

Reservoir capacity: 50000 m3x106

Construction Dates

Start of Project: -/01

Start of RCC: -/01

End of RCC: -/05

End of Project: -/06

Specifications

Height: 85 metres

Length: 665 metres

Volume of RCC: 1 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
  
  
Barra Grande on Google Earth
Barra Grande on Google Earth

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Xunjiang

Reservoir capacity: 56 m3x106

Construction Dates

Start of Project: -/93

Start of RCC: -/93

End of RCC: -/05

End of Project: -/07

Specifications

Height: 56 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: Brazil

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: -

Reservoir capacity: 7 m3x106

Construction Dates

Start of Project: -/02

Start of RCC: -/02

End of RCC: -/05

End of Project: -/06

Specifications

Height: 32 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
  
  
Picada completed
Picada completed

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): Hydropower

River: Long

Reservoir capacity: 49 m3x106

Construction Dates

Start of Project: -/02

Start of RCC: -/02

End of RCC: -/05

End of Project: -/06

Specifications

Height: 68 metres

Length: 167 metres

Volume of RCC: 172 m3x103

Total volume: 226 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
  
  
Xiaqiao completed
Xiaqiao completed

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Caitouhe

Reservoir capacity: 30 m3x106

Construction Dates

Start of Project: -/02

Start of RCC: -/02

End of RCC: -/05

End of Project: -/11

Specifications

Height: 61 metres

Length: 420 metres

Volume of RCC: 235 m3x103

Total volume: 242 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
  
  
Huizhou PSS - Lower dam on Google Earth
Huizhou PSS - Lower dam on Google Earth

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): Hydropower

River: Guxi

Reservoir capacity: 12 m3x106

Construction Dates

Start of Project: -/03

Start of RCC: -/03

End of RCC: -/05

End of Project: -/05

Specifications

Height: 66 metres

Length: -

Volume of RCC: -

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

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): Hydropower

River: Jaqueira

Reservoir capacity: 5 m3x106

Construction Dates

Start of Project: -/04

Start of RCC: -/04

End of RCC: -/05

End of Project: -/05

Specifications

Height: 16 metres

Length: 207 metres

Volume of RCC: 15 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
  
  
Cachoeira Grande completed
Cachoeira Grande completed

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Tocantins

Reservoir capacity: 3 m3x106

Construction Dates

Start of Project: 04/02

Start of RCC: 04/02

End of RCC: -/05

End of Project: 09/06

Specifications

Height: 39 metres

Length: 400 metres

Volume of RCC: 500 m3x103

Total volume: 582 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: -

Reservoir capacity: 2 m3x106

Construction Dates

Start of Project: -/03

Start of RCC: -/03

End of RCC: -/05

End of Project: -/06

Specifications

Height: 20 metres

Length: 120 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
  
  
São Bernardo completed
São Bernardo 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: India

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Shahi Nallah

Reservoir capacity: 3 m3x106

Construction Dates

Start of Project: 12/01

Start of RCC: 12/01

End of RCC: 05/06

End of Project: 03/07

Specifications

Height: 86 metres

Length: 447 metres

Volume of RCC: 638 m3x103

Total volume: 646 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.141RCC against formwork (GEVR/GE-RCC)
Downstream
SlopeType
0.782RCC against formwork (GEVR/GE-RCC)  [stepped face]
Spillway
SlopeType
0.782RCC against formwork (GEVR/GE-RCC)  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
75
Pozzolan (kg/m3)Pozzolan Type
150Low-lime flyash (ASTM Class F)
  
Ghatghar (Lower dam) completed
Ghatghar (Lower dam) completed

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

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

River: Okitamano

Reservoir capacity: 51 m3x106

Construction Dates

Start of Project: 03/00

Start of RCC: 03/00

End of RCC: 11/06

End of Project: 03/11

Specifications

Height: 126 metres

Length: 381 metres

Volume of RCC: 703 m3x103

Total volume: 1200 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
2501000

Cementitious material

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

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): Hydropower

River: Qingshui

Reservoir capacity: 276 m3x106

Construction Dates

Start of Project: 01/04

Start of RCC: 01/04

End of RCC: 11/06

End of Project: -/07

Specifications

Height: 135 metres

Length: 198 metres

Volume of RCC: 550 m3x103

Total volume: 670 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
3003000

Cementitious material

Cement (kg/m3)
81
94
Pozzolan (kg/m3)Pozzolan Type
81Low-lime flyash (ASTM Class F)
94 
Dahuashui completed
Dahuashui completed

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): Hydropower

River: Qingtonghe

Reservoir capacity: 26 m3x106

Construction Dates

Start of Project: -/03

Start of RCC: -/03

End of RCC: 12/06

End of Project: -/07

Specifications

Height: 62 metres

Length: 201 metres

Volume of RCC: -

Total volume: 710 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: Vietnam

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Po Ko

Reservoir capacity: 1048 m3x106

Construction Dates

Start of Project: 11/05

Start of RCC: 11/05

End of RCC: 12/06

End of Project: -/07

Specifications

Height: 65 metres

Length: 495 metres

Volume of RCC: 326 m3x103

Total volume: 450 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)
300300

Cementitious material

Cement (kg/m3)
80
Pozzolan (kg/m3)Pozzolan Type
210Natural pozzolan (ASTM Class N)
  
Pleikrong completed
Pleikrong completed

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Kaidu

Reservoir capacity: -

Construction Dates

Start of Project: -/97

Start of RCC: -/97

End of RCC: -/06

End of Project: -/08

Specifications

Height: 71 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

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

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower

River: Wanshou

Reservoir capacity: 199 m3x106

Construction Dates

Start of Project: -/04

Start of RCC: -/04

End of RCC: -/06

End of Project: -/06

Specifications

Height: 75 metres

Length: 172 metres

Volume of RCC: 211 m3x103

Total volume: 239 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
  
  
Baisha completed
Baisha completed

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: -

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/06

End of Project: -/06

Specifications

Height: 19 metres

Length: -

Volume of RCC: 15 m3x103

Total volume: 27 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
64
Pozzolan (kg/m3)Pozzolan Type
16Natural pozzolan (ASTM Class N)
  
Esmeralda under construction
Esmeralda under construction

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Yingtaoyuangou

Reservoir capacity: 94 m3x106

Construction Dates

Start of Project: 03/03

Start of RCC: 03/03

End of RCC: -/06

End of Project: 06/07

Specifications

Height: 84 metres

Length: 202 metres

Volume of RCC: 240 m3x103

Total volume: 340 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)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Leidatan under construction
Leidatan under construction

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: -

Reservoir capacity: 19 m3x106

Construction Dates

Start of Project: -/04

Start of RCC: -/04

End of RCC: -/06

End of Project: -/07

Specifications

Height: 32 metres

Length: 236 metres

Volume of RCC: 57 m3x103

Total volume: 76 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
  
  
Mosquitão completed
Mosquitão completed

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Jordao

Reservoir capacity: 34 m3x106

Construction Dates

Start of Project: -/04

Start of RCC: -/04

End of RCC: -/06

End of Project: -/07

Specifications

Height: 43 metres

Length: 445 metres

Volume of RCC: 200 m3x103

Total volume: 220 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)
  
Fundão completed
Fundão completed

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Longkouxi

Reservoir capacity: 168 m3x106

Construction Dates

Start of Project: -/04

Start of RCC: -/04

End of RCC: -/06

End of Project: -/07

Specifications

Height: 47 metres

Length: 268 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

River: Mabianhe

Reservoir capacity: 204 m3x106

Construction Dates

Start of Project: -/04

Start of RCC: -/04

End of RCC: -/06

End of Project: -/07

Specifications

Height: 73 metres

Length: 163 metres

Volume of RCC: 229 m3x103

Total volume: 405 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.70Traditional concrete against formwork
Spillway
SlopeType
0.78Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
110
66
Pozzolan (kg/m3)Pozzolan Type
73Low-lime flyash (ASTM Class F)
66 
Zhouba completed
Zhouba completed

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): Hydropower

River: Hongdu

Reservoir capacity: 99 m3x106

Construction Dates

Start of Project: -/04

Start of RCC: -/04

End of RCC: -/06

End of Project: -/07

Specifications

Height: 87 metres

Length: 148 metres

Volume of RCC: 67 m3x103

Total volume: 90 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
  
  
Shaba completed
Shaba completed

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): Hydropower

River: Wujlang

Reservoir capacity: 9940 m3x106

Construction Dates

Start of Project: -/04

Start of RCC: -/04

End of RCC: -/06

End of Project: -/07

Specifications

Height: 87 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

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

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): 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: China

Owner: -

Type: Gravity

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

River: Dieshui

Reservoir capacity: 1439 m3x106

Construction Dates

Start of Project: -/04

Start of RCC: -/04

End of RCC: -/06

End of Project: -/07

Specifications

Height: 88 metres

Length: 351 metres

Volume of RCC: 450 m3x103

Total volume: 930 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
3003000

Cementitious material

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

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Lixian (Black)

Reservoir capacity: 174 m3x106

Construction Dates

Start of Project: 11/04

Start of RCC: 11/04

End of RCC: -/06

End of Project: -/07

Specifications

Height: 95 metres

Length: 320 metres

Volume of RCC: 480 m3x103

Total volume: 800 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork
0.20 
Downstream
SlopeType
0.80RCC against formwork
Spillway
SlopeType
0.80RCC against formwork

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

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

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Lixian

Reservoir capacity: 78 m3x106

Construction Dates

Start of Project: 04/04

Start of RCC: 04/04

End of RCC: -/06

End of Project: -/07

Specifications

Height: 59 metres

Length: 300 metres

Volume of RCC: 255 m3x103

Total volume: 570 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
3003000

Cementitious material

Cement (kg/m3)
65
93
Pozzolan (kg/m3)Pozzolan Type
110Ground-granulated blast-furnace slag
113 
Tukaihe completed
Tukaihe completed

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): Hydropower / Recreation

River: Yu

Reservoir capacity: 26 m3x106

Construction Dates

Start of Project: 12/05

Start of RCC: 12/05

End of RCC: 02/07

End of Project: 05/07

Specifications

Height: 95 metres

Length: 156 metres

Volume of RCC: 135 m3x103

Total volume: 160 m3x103

Construction Methods

Facings

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

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Tireo

Reservoir capacity: 4 m3x106

Construction Dates

Start of Project: 09/04

Start of RCC: 09/04

End of RCC: 03/07

End of Project: -/08

Specifications

Height: 52 metres

Length: 210 metres

Volume of RCC: 73 m3x103

Total volume: 100 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)
98
Pozzolan (kg/m3)Pozzolan Type
8Natural pozzolan (ASTM Class N)
  
Pinalito completed
Pinalito completed

Full Dam Information

Details

Country: Laos

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Nam Theun

Reservoir capacity: 3530 m3x106

Construction Dates

Start of Project: 04/04

Start of RCC: 04/04

End of RCC: 03/07

End of Project: 10/09

Specifications

Height: 39 metres

Length: 436 metres

Volume of RCC: 155 m3x103

Total volume: 200 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
100
Pozzolan (kg/m3)Pozzolan Type
100Low-lime flyash (ASTM Class F)
  
Nakai, part of Nam Theun 2 HPP completed
Nakai, part of Nam Theun 2 HPP completed

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Harsit

Reservoir capacity: 3 m3x106

Construction Dates

Start of Project: 07/05

Start of RCC: 07/05

End of RCC: 04/07

End of Project: 09/08

Specifications

Height: 38 metres

Length: 144 metres

Volume of RCC: 87 m3x103

Total volume: 101 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)
100
Pozzolan (kg/m3)Pozzolan Type
100Natural pozzolan (ASTM Class N)
  
Photo coming soon

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Xiaojinhe

Reservoir capacity: 30 m3x106

Construction Dates

Start of Project: 10/04

Start of RCC: 10/04

End of RCC: 05/07

End of Project: -/11

Specifications

Height: 56 metres

Length: 168 metres

Volume of RCC: 84 m3x103

Total volume: 93 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.75Traditional concrete against formwork
Spillway
SlopeType
0.70Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
64
Pozzolan (kg/m3)Pozzolan Type
125Low-lime flyash (ASTM Class F)
  
Huizhou PSS - Upper dam on Google Earth
Huizhou PSS - Upper dam on Google Earth

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

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

River: Hongshui

Reservoir capacity: 16210 m3x106

Construction Dates

Start of Project: 07/01

Start of RCC: 07/01

End of RCC: 06/07

End of Project: 12/09

Specifications

Height: 192 metres

Length: 832 metres

Volume of RCC: 4623 m3x103

Total volume: 7400 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: 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: Vietnam

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Vugia Thubon

Reservoir capacity: 340 m3x106

Construction Dates

Start of Project: 08/03

Start of RCC: 08/03

End of RCC: 10/07

End of Project: 11/08

Specifications

Height: 83 metres

Length: 240 metres

Volume of RCC: 260 m3x103

Total volume: 350 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.80Traditional concrete against formwork
Spillway
SlopeType
1.00Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
90
Pozzolan (kg/m3)Pozzolan Type
150Natural pozzolan (ASTM Class N)
  
A Vuong under construction
A Vuong under construction

Full Dam Information

Details

Country: Vietnam

Owner: -

Type: Gravity

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

River: Kon

Reservoir capacity: 226 m3x106

Construction Dates

Start of Project: 05/02

Start of RCC: 05/02

End of RCC: 12/07

End of Project: 12/08

Specifications

Height: 55 metres

Length: 571 metres

Volume of RCC: 183 m3x103

Total volume: 430 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300900

Cementitious material

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

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Songhuajian

Reservoir capacity: 10377 m3x106

Construction Dates

Start of Project: -/00

Start of RCC: -/00

End of RCC: -/07

End of Project: -/10

Specifications

Height: 95 metres

Length: 1068 metres

Volume of RCC: -

Total volume: 2700 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
  
  
Fengman completed
Fengman completed

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower / Water Supply

River: Huotong

Reservoir capacity: 449 m3x106

Construction Dates

Start of Project: -/03

Start of RCC: -/03

End of RCC: -/07

End of Project: -/08

Specifications

Height: 130 metres

Length: 341 metres

Volume of RCC: 681 m3x103

Total volume: 830 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

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

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Youshui

Reservoir capacity: 163 m3x106

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/07

End of Project: -/07

Specifications

Height: 54 metres

Length: 214 metres

Volume of RCC: -

Total volume: 260 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): Hydropower

River: Baibu

Reservoir capacity: 46 m3x106

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/07

End of Project: -/07

Specifications

Height: 81 metres

Length: 250 metres

Volume of RCC: -

Total volume: 110 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

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

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Das Antas

Reservoir capacity: 127 m3x106

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/07

End of Project: 02/08

Specifications

Height: 48 metres

Length: 350 metres

Volume of RCC: 240 m3x103

Total volume: 322 m3x103

Construction Methods

Facings

Upstream
SlopeType
Vertical 
Downstream
SlopeType
1.30 
Spillway
SlopeType
1.30 

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
60
Pozzolan (kg/m3)Pozzolan Type
15Natural pozzolan (ASTM Class N)
  
Castro Alves completed
Castro Alves completed

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Das Antas

Reservoir capacity: 55 m3x106

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/07

End of Project: 10/08

Specifications

Height: 37 metres

Length: 281 metres

Volume of RCC: 75 m3x103

Total volume: 212 m3x103

Construction Methods

Facings

Upstream
SlopeType
Vertical 
Downstream
SlopeType
1.30 
Spillway
SlopeType
1.30 

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
75
Pozzolan (kg/m3)Pozzolan Type
15Natural pozzolan (ASTM Class N)
  
Quatorze (XIV) de Julho completed
Quatorze (XIV) de Julho completed

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Baxianghe

Reservoir capacity: 8 m3x106

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/07

End of Project: -/08

Specifications

Height: 44 metres

Length: 207 metres

Volume of RCC: 63 m3x103

Total volume: 83 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): Hydropower

River: Datong

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/07

End of Project: -/08

Specifications

Height: 44 metres

Length: 143 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 / Navigation

River: Luohe

Reservoir capacity: 28 m3x106

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/07

End of Project: -/08

Specifications

Height: 62 metres

Length: 244 metres

Volume of RCC: 133 m3x103

Total volume: 234 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): Hydropower

River: Youshui

Reservoir capacity: 152 m3x106

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/07

End of Project: -/08

Specifications

Height: 63 metres

Length: 194 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
  
  
Youshui completed
Youshui completed

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): Hydropower

River: Nanhe

Reservoir capacity: 14 m3x106

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/07

End of Project: -/08

Specifications

Height: 77 metres

Length: 140 metres

Volume of RCC: 45 m3x103

Total volume: 55 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): 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: Brazil

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Carreiro

Reservoir capacity: -

Construction Dates

Start of Project: -/07

Start of RCC: -/07

End of RCC: -/07

End of Project: -/07

Specifications

Height: 16 metres

Length: 196 metres

Volume of RCC: 21 m3x103

Total volume: 41 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

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

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: -

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: -/06

Start of RCC: -/06

End of RCC: -/07

End of Project: 02/08

Specifications

Height: 38 metres

Length: 173 metres

Volume of RCC: 42 m3x103

Total volume: 78 m3x103

Construction Methods

Facings

Upstream
SlopeType
Vertical 
Downstream
SlopeType
0.75 
Spillway
SlopeType
0.75 

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
72
Pozzolan (kg/m3)Pozzolan Type
19Natural pozzolan (ASTM Class N)
  
Plano Alto on Google Earth
Plano Alto on Google Earth

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: das Antas

Reservoir capacity: 8 m3x106

Construction Dates

Start of Project: -/06

Start of RCC: -/06

End of RCC: -/07

End of Project: 04/08

Specifications

Height: 25 metres

Length: 121 metres

Volume of RCC: 31 m3x103

Total volume: 61 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

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

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Honghe

Reservoir capacity: 212 m3x106

Construction Dates

Start of Project: 02/06

Start of RCC: 02/06

End of RCC: -/07

End of Project: 07/08

Specifications

Height: 85 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
  
  
Nansha completed
Nansha completed

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Carreiro

Reservoir capacity: 12 m3x106

Construction Dates

Start of Project: -/06

Start of RCC: -/06

End of RCC: -/07

End of Project: -/08

Specifications

Height: 30 metres

Length: 205 metres

Volume of RCC: 35 m3x103

Total volume: 54 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
  
  
Linha Emilia completed
Linha Emilia completed

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Da Prata

Reservoir capacity: -

Construction Dates

Start of Project: -/06

Start of RCC: -/06

End of RCC: -/07

End of Project: -/08

Specifications

Height: 41 metres

Length: -

Volume of RCC: 46 m3x103

Total volume: 76 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
80
Pozzolan (kg/m3)Pozzolan Type
20Natural pozzolan (ASTM Class N)
  
Photo coming soon

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: China

Owner: -

Type: Thin Arch

Purpose(s): Hydropower

River: Tuoniangiang

Reservoir capacity: 133 m3x106

Construction Dates

Start of Project: 03/05

Start of RCC: 03/05

End of RCC: 04/08

End of Project: -/09

Specifications

Height: 82 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

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

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Beipan

Reservoir capacity: 3245 m3x106

Construction Dates

Start of Project: 10/04

Start of RCC: 10/04

End of RCC: 05/08

End of Project: -/09

Specifications

Height: 201 metres

Length: 412 metres

Volume of RCC: 2420 m3x103

Total volume: 280 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against precast concrete panels with hot poured membrane
0.25 
Downstream
SlopeType
0.75Traditional concrete against formwork
Spillway
SlopeType
0.75Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
61
71
Pozzolan (kg/m3)Pozzolan Type
91Low-lime flyash (ASTM Class F)
87 
Guangzhao completed
Guangzhao completed

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Lixian

Reservoir capacity: 409 m3x106

Construction Dates

Start of Project: 01/03

Start of RCC: 01/03

End of RCC: 08/08

End of Project: -/09

Specifications

Height: 113 metres

Length: 466 metres

Volume of RCC: 903 m3x103

Total volume: 1200 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork (GEVR/GE-RCC)
0.20 
Downstream
SlopeType
0.75RCC against formwork (GEVR/GE-RCC)
Spillway
SlopeType
0.75Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
77
93
Pozzolan (kg/m3)Pozzolan Type
77Ground-granulated blast-furnace slag
93 
Gelantan completed
Gelantan 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: Myanmar

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Myitnge

Reservoir capacity: 2600 m3x106

Construction Dates

Start of Project: 10/01

Start of RCC: 10/01

End of RCC: 12/08

End of Project: 12/10

Specifications

Height: 137 metres

Length: 680 metres

Volume of RCC: 2473 m3x103

Total volume: 2843 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)
75
Pozzolan (kg/m3)Pozzolan Type
145Natural pozzolan (ASTM Class N)
  
Yeywa completed
Yeywa completed

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower / Recreation

River: Lancang

Reservoir capacity: 1139 m3x106

Construction Dates

Start of Project: -/04

Start of RCC: -/04

End of RCC: -/08

End of Project: -/09

Specifications

Height: 108 metres

Length: 705 metres

Volume of RCC: 848 m3x103

Total volume: 3068 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork
Downstream
SlopeType
0.80RCC against formwork
Spillway
SlopeType
 Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
300 

Cementitious material

Cement (kg/m3)
64
93
Pozzolan (kg/m3)Pozzolan Type
93Ground-granulated blast-furnace slag
93 
Jing Hong completed
Jing Hong completed

Full Dam Information

Details

Country: Vietnam

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Poko

Reservoir capacity: 54 m3x106

Construction Dates

Start of Project: 12/04

Start of RCC: 12/04

End of RCC: -/08

End of Project: -/09

Specifications

Height: 74 metres

Length: 834 metres

Volume of RCC: 753 m3x103

Total volume: 1300 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)
300300

Cementitious material

Cement (kg/m3)
80
Pozzolan (kg/m3)Pozzolan Type
160Natural pozzolan (ASTM Class N)
  
Se San 4 completed
Se San 4 completed

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Chapecozinho

Reservoir capacity: 19 m3x106

Construction Dates

Start of Project: -/06

Start of RCC: -/06

End of RCC: -/08

End of Project: -/08

Specifications

Height: 27 metres

Length: -

Volume of RCC: 24 m3x103

Total volume: 42 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
  
  
Santa Laura completed
Santa Laura completed

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Grande

Reservoir capacity: 7 m3x106

Construction Dates

Start of Project: -/06

Start of RCC: -/06

End of RCC: -/08

End of Project: -/08

Specifications

Height: 31 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
  
  
Santa Rosa II on Google Earth
Santa Rosa II 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: China

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Gui

Reservoir capacity: 26 m3x106

Construction Dates

Start of Project: -/06

Start of RCC: -/06

End of RCC: -/08

End of Project: -/08

Specifications

Height: 61 metres

Length: 166 metres

Volume of RCC: -

Total volume: 127 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): Hydropower

River: Beipan

Reservoir capacity: 13 m3x106

Construction Dates

Start of Project: -/06

Start of RCC: -/06

End of RCC: -/08

End of Project: -/08

Specifications

Height: 75 metres

Length: 1166 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
  
  
Maojiahe completed
Maojiahe completed

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): Hydropower

River: Getu

Reservoir capacity: 1748 m3x106

Construction Dates

Start of Project: 07/06

Start of RCC: 07/06

End of RCC: -/08

End of Project: -/08

Specifications

Height: 110 metres

Length: 253 metres

Volume of RCC: 280 m3x103

Total volume: 292 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
52
Pozzolan (kg/m3)Pozzolan Type
96Low-lime flyash (ASTM Class F)
  
Huanghuazhai completed
Huanghuazhai completed

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Manhuaçu

Reservoir capacity: -

Construction Dates

Start of Project: -/07

Start of RCC: -/07

End of RCC: -/08

End of Project: -/08

Specifications

Height: 23 metres

Length: 90 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
  
  
Cachoeirão on Google Earth
Cachoeirão on Google Earth

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Itapemirim

Reservoir capacity: 11 m3x106

Construction Dates

Start of Project: -/06

Start of RCC: -/06

End of RCC: -/08

End of Project: 02/09

Specifications

Height: 56 metres

Length: 187 metres

Volume of RCC: 92 m3x103

Total volume: 115 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
  
  
São Simão on Google Earth
São Simão on Google Earth

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Tijucas

Reservoir capacity: -

Construction Dates

Start of Project: -/07

Start of RCC: -/07

End of RCC: -/08

End of Project: 03/09

Specifications

Height: 45 metres

Length: 178 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
  
  
Angelina (formerly Portobello - Corredeira do Encano) under construction
Angelina (formerly Portobello - Corredeira do Encano) under construction

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Ivaí

Reservoir capacity: 9 m3x106

Construction Dates

Start of Project: -/06

Start of RCC: -/06

End of RCC: -/08

End of Project: 04/09

Specifications

Height: 34 metres

Length: 107 metres

Volume of RCC: 58 m3x103

Total volume: 76 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

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

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Itabapoana

Reservoir capacity: -

Construction Dates

Start of Project: -/07

Start of RCC: -/07

End of RCC: -/08

End of Project: 05/09

Specifications

Height: 15 metres

Length: 110 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
  
  
Pedra do Garrafão completed
Pedra do Garrafão completed

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Verissimo

Reservoir capacity: 76 m3x106

Construction Dates

Start of Project: 08/07

Start of RCC: 08/07

End of RCC: -/08

End of Project: 05/09

Specifications

Height: 44 metres

Length: 341 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
Vertical 
Downstream
SlopeType
0.75 
Spillway
SlopeType
0.75 

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

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

Full Dam Information

Details

Country: Vietnam

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Huu Trach

Reservoir capacity: 424 m3x106

Construction Dates

Start of Project: -/06

Start of RCC: -/06

End of RCC: -/08

End of Project: -/09

Specifications

Height: 55 metres

Length: 571 metres

Volume of RCC: 189 m3x103

Total volume: 423 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
70
Pozzolan (kg/m3)Pozzolan Type
105Low-lime flyash (ASTM Class F)
  
Binh Dien completed
Binh Dien completed

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Hanjiang

Reservoir capacity: 176 m3x106

Construction Dates

Start of Project: -/06

Start of RCC: -/06

End of RCC: -/08

End of Project: -/09

Specifications

Height: 72 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

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

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): Hydropower

River: Furong

Reservoir capacity: 98 m3x106

Construction Dates

Start of Project: -/06

Start of RCC: -/06

End of RCC: -/08

End of Project: -/09

Specifications

Height: 82 metres

Length: 166 metres

Volume of RCC: -

Total volume: 154 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
  
  
Qingxi completed
Qingxi completed

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Long

Reservoir capacity: 233 m3x106

Construction Dates

Start of Project: -/06

Start of RCC: -/06

End of RCC: -/08

End of Project: -/09

Specifications

Height: 91 metres

Length: 280 metres

Volume of RCC: -

Total volume: 486 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
  
  
Nongling completed
Nongling completed

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Takasi

Reservoir capacity: 121 m3x106

Construction Dates

Start of Project: 04/06

Start of RCC: 04/06

End of RCC: -/08

End of Project: -/09

Specifications

Height: 50 metres

Length: 496 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: Brazil

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Irani

Reservoir capacity: 9 m3x106

Construction Dates

Start of Project: -/06

Start of RCC: -/06

End of RCC: -/08

End of Project: 01/10

Specifications

Height: 32 metres

Length: 223 metres

Volume of RCC: -

Total volume: 59 m3x103

Construction Methods

Facings

Upstream
SlopeType
Vertical 
Downstream
SlopeType
0.85 
Spillway
SlopeType
0.85 

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Rodeio Bonito completed
Rodeio Bonito completed

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Ivaí

Reservoir capacity: 4 m3x106

Construction Dates

Start of Project: -/07

Start of RCC: -/07

End of RCC: -/08

End of Project: 04/09

Specifications

Height: 23 metres

Length: 220 metres

Volume of RCC: 29 m3x103

Total volume: 35 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
68
Pozzolan (kg/m3)Pozzolan Type
17Natural pozzolan (ASTM Class N)
  
Engenheiro Ernesto Jorge Dreher completed
Engenheiro Ernesto Jorge Dreher completed

Full Dam Information

Details

Country: Mexico

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: La Lobor o Las Truchas

Reservoir capacity: -

Construction Dates

Start of Project: -/07

Start of RCC: -/07

End of RCC: -/08

End of Project: -/09

Specifications

Height: 35 metres

Length: 230 metres

Volume of RCC: 24 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
  
  
Las Truchas completed
Las Truchas completed

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): Hydropower

River: Yunlong

Reservoir capacity: 44 m3x106

Construction Dates

Start of Project: 03/06

Start of RCC: 03/06

End of RCC: 04/09

End of Project: -/11

Specifications

Height: 139 metres

Length: 119 metres

Volume of RCC: 182 m3x103

Total volume: 207 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)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Yunlonghe Nº3 completed
Yunlonghe Nº3 completed

Full Dam Information

Details

Country: Peru

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Canete

Reservoir capacity: 5 m3x106

Construction Dates

Start of Project: 01/07

Start of RCC: 01/07

End of RCC: 04/09

End of Project: 10/09

Specifications

Height: 34 metres

Length: 60 metres

Volume of RCC: 75 m3x103

Total volume: 75 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.375RCC against formwork (GEVR/GE-RCC)
Downstream
SlopeType
0.75RCC against formwork (GEVR/GE-RCC)  [stepped face]
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
65
Pozzolan (kg/m3)Pozzolan Type
90Natural pozzolan (ASTM Class N)
  
Capillucas completed
Capillucas 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: Thin Arch

Purpose(s): Hydropower

River: Wuni

Reservoir capacity: 35 m3x106

Construction Dates

Start of Project: 06/07

Start of RCC: 06/07

End of RCC: 06/09

End of Project: -/12

Specifications

Height: 119 metres

Length: 152 metres

Volume of RCC: 200 m3x103

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
  
  
Yunkou completed
Yunkou completed

Full Dam Information

Details

Country: Belize

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Marcal

Reservoir capacity: 12 m3x106

Construction Dates

Start of Project: 02/07

Start of RCC: 02/07

End of RCC: 10/09

End of Project: 12/11

Specifications

Height: 70 metres

Length: 225 metres

Volume of RCC: 200 m3x103

Total volume: 220 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.20Traditional concrete against formwork
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)
3003000

Cementitious material

Cement (kg/m3)
94
Pozzolan (kg/m3)Pozzolan Type
31Low-lime flyash (ASTM Class F)
  
Vaca completed
Vaca completed

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: -

Reservoir capacity: -

Construction Dates

Start of Project: -/07

Start of RCC: -/07

End of RCC: -/09

End of Project: -/09

Specifications

Height: 42 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

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

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower / 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