Dam Search Results
- Reservoir Capacity: 1 m3x106
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 →
Name | Country | Owner | Purpose | River | Reservoir capacity (m3x106) | Construction dates | Dimensions | Volume | Facings | Placement | Cementitious material | |||||||||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
Start | Finish | Height | Length | RCC | Total | Upstream | Downstream | Spillway | Layers | Lifts | Cement | Pozzolan | ||||||||||||
Project | RCC | RCC | Project | (m) | (m) | (m3x103) | (m3x103) | Slope | Type | Slope | Type | Slope | Type | (m) | (m) | (kg/m3) | (kg/m3) | |||||||
Middle Fork | USA | F W | Middle Fork | 1 | 05/84 | 07/84 | 09/84 | 11/84 | 38 | 125 | 42 | 43 | V | (1) | 0.80 | (1)* | conduit | 300 | 300 | 66 | 0 | (-) - | ||
Castilblanco de los Arroyos | Spain | W | Cala | 1 | 07/84 | 05/85 | 10/85 | 12/85 | 25 | 124 | 14 | 20 | V | (1) | V 0.75 | (1) (1) | 0.75 | (1) | 450 | 450 | 72 61 | 116 120 | (F) | |
La Manzanilla | Mexico | F | Ibarrilla | 1 | 11/86 | 01/87 | 05/87 | 07/87 | 36 | 150 | 20 | 30 | V 0.15 | (5) (5) | V 0.80 | (5) (17) | 0.80 | (12) | 300 | 300 | 135 | 135 | (F) | |
Lower Chase Creek | USA | F | Lower Chase Creek | 1 | 03/87 | 05/87 | 06/87 | 07/87 | 27 | 122 | 14 | 22 | V | (1) | 0.70 | (1)* | 0.70 | (1)* | 300 | 300 | 64 | 40 | (F) | |
Ain al Koreima | Morocco | I | Akreuch | 1 | 06/87 | 09/87 | 02/88 | 03/88 | 26 | 124 | 17 | 20 | 0.20 | (5)* | 0.20 0.75 | (5) (17) | 0.60 | (1)* | 350 | 350 | 70 140 | 30 60 | (S) | |
Yuxi [A] | China | W | Yuxi | 1 | - /85 | - /87 | - /88 | - /89 | 38 | 102 | (F) | |||||||||||||
Wright’s Retarding Basin | Australia | F | Point Hut Creek | 1 | 01/89 | 06/89 | 08/89 | 10/89 | 18 | 86 | 9 | 9 | V | (7) | 1.00 | (16) | 1.00 | (13) | 300 | 300 | 145 | 73 | (F) | |
Riou | France | H I R | Riou | 1 | 01/90 | 06/90 | 07/90 | 03/91 | 26 | 308 | 41 | 46 | V | (2) | 0.60 | (14)* | 0.60 | (14)* | 300 | 300 | 120 | (R) | ||
Hervás | Spain | W | Hervás | 1 | 01/89 | 03/90 | 09/90 | 10/90 | 33 | 210 | 24 | 43 | 0.15 | (1) | 0.70 | (1)* (5)* | 0.70 | (1) | 300 | 300 | 80 | 155 | (F) | |
Belén-Cagüela | Spain | F | Belén | 1 | 03/91 | 06/91 | 10/91 | 10/91 | 31 | 160 | 24 | 29 | 0.05 | (3) | 0.75 | (3)* | 0.75 | (3)* | 300 | 300 | 73 | 109 | (F) | |
Choldocogagna | France | W | Lessarte | 1 | 04/91 | 07/91 | 10/91 | 12/91 | 36 | 100 | 19 | 23 | 0.10 | (1) | 0.75 | (16) | 0.75 | (1)* | 300 | 300 | 110 | (R) | ||
Belén-Gato | Spain | F | Belén | 1 | 07/91 | 09/91 | 11/91 | 11/91 | 34 | 158 | 36 | 41 | 0.05 | (3) | 0.75 | (3)* | 0.75 | (3)* | 300 | 300 | 73 | 109 | (F) | |
Caballar I | Spain | F | Belén | 1 | 09/91 | 09/91 | 12/91 | 12/91 | 16 | 98 | 6 | 7 | 0.05 | (3) | 0.75 | (3)* | 0.75 | (3)* | 300 | 300 | 73 | 109 | (F) | |
Amatisteros III | Spain | F | Belén | 1 | - /91 | 09/91 | 12/91 | - /92 | 15 | 75 | 4 | 5 | V | (3) | 0.75 | (3) | 0.75 | (3) | 300 | 300 | 73 | 109 | (F) | |
Belén-Flores | Spain | F | Belén | 1 | 09/91 | 11/91 | 01/92 | 01/92 | 28 | 87 | 10 | 12 | 0.05 | (3) | 0.75 | (3)* | 0.75 | (3)* | 300 | 300 | 73 | 109 | (F) | |
Paxton | South Africa | I | Tsorwo | 1 | - /90 | 01/91 | 12/92 | - /92 | 17 | 70 | 3 | 3 | V | (3) | V 0.50 | (3) | 0.50 | (3) | 150 | 150 | 70 | 100 | (F) | |
Lower Molonglo Bypass Storage | Australia | P | Unnamed creek | 1 | 02/94 | 06/94 | 08/94 | 11/94 | 32 | 120 | 22 | 27 | V | (1) | 0.80 | (1)* | 0.80 | (1)* | 300 | 300 | 96 | 64 | (F) | |
Kengxiashan [A] | China | H | Yuquanxi | 1 | - /96 | - /97 | - /98 | - /98 | 34 | 80 | ||||||||||||||
Bullard Creek | USA | F | Bullard Creek | 1 | 10/98 | 08/99 | - /99 | - /99 | 16 | 110 | 7 | 7 | V | (3) | v 0.75 | (3)* | 0.75 | (3)* | 300 | 300 | 148 | 44 | (F) | |
Trout Creek | USA | I R | Trout Creek | 1 | 08/99 | 04/00 | 05/00 | 07/00 | 31 | 38 | 9 | 10 | V | (1) | 0.80 | (1)* | 0.80 | (1)* | 300 | 300 | 163 | 0 | (-) - | |
Pickle Jar | USA | W | 1 | 10/99 | 03/00 | 05/00 | 08/00 | 16 | 57 | 331 | 331 | V | (1) | 0.80 | (1)* | 0.80 | (1)* | 300 | 300 | 90 | 0 | (-) - | ||
Safad | UAE | G I | 1 | - /00 | 05/01 | 06/01 | - /01 | 19 | 100 | 9 | 10 | V | (1) | 0.80 | (1)* | 0.80 | (12) | 300 | 300 | 90 | 0 | (-) - | ||
Showkah | UAE | G I | 1 | - /00 | 08/01 | 10/01 | - /01 | 24 | 105 | 18 | 20 | 0.10 | (11) | 0.80 | (1)* | 0.80 | (12) | 300 | 300 | 90 | 0 | (-) - | ||
Nankengyuan [A] | China | H | Xiaoxihe | 1 | - /98 | - /00 | - /02 | - /03 | 34 | 114 | ||||||||||||||
Huilong PSS - Upper dam | China | H | 1 | 06/01 | 11/02 | 11/03 | - /05 | 54 | 208 | 73 | 76 | V | (3') | 0.75 | (3') | none | 300 | 300 | (F) | |||||
Shanggou [A] | China | W | Yangshui | 1 | - /01 | - /02 | - /03 | - /04 | 39 | 176 | ||||||||||||||
Pine Brook | USA | W | 1 | 01/05 | 10/05 | 04/06 | - /06 | 26 | 170 | 27 | 30 | V | (7) | (17) | separate | 300 | 300 | 95 | 59 | (F) | ||||
Genesee #2 | USA | W | Bear Creek | 1 | 06/06 | 11/06 | 11/06 | 10/07 | 29 | 168 | 24 | V | 300 | 300 | ||||||||||
Esmeralda | Brazil | H | 1 | - /05 | - /05 | - /06 | - /06 | 19 | 15 | 27 | 64 | 16 | (N) | |||||||||||
Hickory Log Creek | USA | W | Hickory Log Creek | 1 | 10/05 | 12/06 | 06/07 | 10/07 | 55 | 290 | 165 | V | (8) | 0.80 | (3')* | 0.80 | (1) | 300 | 300 | 89 80 74 | 89 98 104 | (F) | ||
North Para | Australia | F | North Para | 1 | 11/06 | 06/07 | 09/07 | - /07 | 33 | 206 | 50 | 50 | V | (3') | (3')* | (3')* | 300 | 300 | 60 | 160 | (F) | |||
Tiecheng | China | H | Datong | 1 | - /05 | - /06 | - /07 | - /08 | 44 | 143 | ||||||||||||||
Plano Alto | Brazil | H | 1 | - /06 | - /07 | - /07 | 02/08 | 38 | 173 | 42 | 78 | V | 0.75 | 0.75 | 72 | 19 | (N) | |||||||
El Handak | Morocco | I | El Handak | 1 | - /05 | - /06 | - /08 | - /09 | 27 | |||||||||||||||
Sidi el Mahjoub | Morocco | Ifrane | 1 | - /06 | - /07 | - /08 | - /09 | 22 | 15 | 18 | V | (5) | 1.00 | (1)* | 1.00 | (1)* | ||||||||
Xiaotianlong | China | W | Tuochang | 1 | - /07 | - /08 | - /09 | - /09 | 58 | 168 | 125 | |||||||||||||
Barra do Coqueiros | Brazil | H W | Claro | 1 | 08/07 | - /08 | - /09 | 07/10 | 60 | 1670 | 172 | 282 | ||||||||||||
Wyaralong | Australia | W | Teviot Brook | 1 | 09/09 | 04/10 | 12/10 | 06/11 | 48 | 464 | 173 | (1) | (1) | (1) | 300 | 300 | 85 | 85 | (F) | |||||
Ibirama | Brazil | H | 1 | - /09 | - /09 | - /10 | - /10 | 15 | 145 | |||||||||||||||
Ninho da Águia | Brazil | H | Santo Antônio | 1 | - /09 | - /09 | - /10 | - /10 | 15 | 94 | 14 | V | 0.75 | 0.75 | ||||||||||
Thornton Gap (Tollway) | USA | F | - | 1 | 02/10 | 06/11 | 09/11 | 11/11 | 35 | 69 | 25 | 25 | V | (3') | (3')* | (3')* | 300 | 300 | 48 | 79 | (F) | |||
Moínho | Brazil | H | Bernado Jose | 1 | - /09 | - /10 | - /11 | - /11 | 22 | 9 | 25 | 68 | 17 | (N) | ||||||||||
Laananat | Morocco | W | 1 | - /09 | - /10 | - /11 | - /12 | 15 | 18 | 20 | 0.20 | (5) | 0.80 | (1)* | 0.80 | (1)* | ||||||||
Rizzanese | France | H I | Rizzanese | 1 | - /09 | 04/11 | 02/12 | - /12 | 41 | 140 | 64 | 72 | V 1.00 | (6) (10) | V 0.80 | 0.80 | 300 | 300 | 80 | 0 | (-) - | |||
Tongzilin | China | H | Yalongjiang | 1 | - /08 | - /10 | - /12 | - /14 | 71 | |||||||||||||||
Tamelast | Morocco | 1 | - /11 | - /12 | - /13 | - /14 | 19 | 27 | V | (5) | 1.00 | (1)* | 1.00 | (1)* | ||||||||||
Bonyic | Panama | H | Bonyic | 1 | - /11 | - /13 | 08/14 | - /15 | 37 | 165 | 88 | |||||||||||||
Mamak | Turkey | F | Bağ | 1 | - /13 | - /13 | - /14 | - /14 | 31 | 118 | 30 | |||||||||||||
Teles Pires | Brazil | H | Teles Pires | 1 | 07/11 | - /13 | - /15 | 09/16 | 67 | 360 | 500 | 1020 | ||||||||||||
Sariveliler Göktepe | Turkey | I | Gelenalan | 1 | - /13 | - /14 | - /15 | - /15 | 39 | 330 | 69 | 60 | 0 | (-) - | ||||||||||
Bergama Çamavlu | Turkey | I | Hasanderesi | 1 | - /14 | - /14 | - /15 | - /15 | 40 | 241 | 69 | 0.10 | (1) | 0.80 | (1) | 300 | 300 | 85 | 35 | (F) | ||||
Güdül Kırkkavak | Turkey | I W | Ormanlik | 1 | - /14 | - /15 | - /16 | 10/17 | 49 | 265 | 114 | |||||||||||||
Nazilli İsabeyli | Turkey | I | İsabeyli Deresi | 1 | - /14 | - /15 | - /16 | - /17 | 42 | 148 | 70 | |||||||||||||
Oltu Sivridere | Turkey | I | Limontozu | 1 | - /14 | - /15 | - /16 | - /17 | 46 | 63 | 269 | |||||||||||||
Dyraaba (part of Uma Oya Project) | Sri Lanka | H I | Mathatilla Oya | 1 | - /11 | - /13 | - /17 | - /18 | 50 | 165 | 40 | 50 | V | (1) | (1) | (12) | 300 | 300 | 95 | 95 | (F) | |||
Üniversite | Turkey | W | Çırçıp | 1 | - /15 | - /16 | - /17 | - /17 | 36 | 110 | 20 | |||||||||||||
Çamoluk Alısız | Turkey | I | Alısızın Deresi | 1 | - /16 | - /16 | - /17 | - /18 | 23 | 83 | 14 | V | 0.70 | 0.70 | ||||||||||
Puhulpola (part of Uma Oya Project) | Sri Lanka | H I | Dalgolia Oya | 1 | - /11 | - /13 | - /18 | - /19 | 35 | 174 | 30 | 40 | V | (1) | (1) | (12) | 300 | 300 | 95 | 95 | (F) | |||
Tasköprü Çay | Turkey | I W | Uludere | 1 | 03/17 | 07/18 | 09/19 | 08/20 | 52 | 122 | 55 | 0.10 | (1) | 0.80 | (1) | 300 | 75 | 50 | ||||||
Sharab Garod | Iran | I | Sharab Garod | 1 | - /12 | - /14 | - /20 | - /22 | 15 | 75 | 12 | |||||||||||||
Bouhdid | Algeria | F | Oued Bouhdid | 1 | - /18 | - /19 | - /20 | - /21 | 30 | 260 | 60 | 0.10 | 0.90 | |||||||||||
Davarlı | Turkey | I | Kara Creek | 1 | - /16 | - /19 | - /21 | - /23 | 39 | 119 | 34 | |||||||||||||
Gürün Çamlıca | Turkey | I | Kırkgöz Creek | 1 | - /17 | - /19 | - /21 | - /23 | 28 | 142 | 28 | 0.10 | 0.80 | 300 | 80 | 32 | ||||||||
Ulus Eldeş | Turkey | I W | Karakuz Creek | 1 | - /16 | - /20 | - /22 | - /23 | 46 | 125 | 38 | V 0.10 | (1) (1) | 0.80 | (1) | 300 | 83 | 68 | (F) | |||||
Çalıcaalan | Turkey | I | Gök Creek | 1 | - /15 | - /20 | - /22 | - /24 | 33 | 195 | 50 | |||||||||||||
Uluhan | Turkey | I | Gök Creek | 1 | - /17 | - /20 | - /22 | - /24 | 31 | 228 | 30 | |||||||||||||
Akçali-2 | Turkey | I | Sagin | 1 | - /16 | - /19 | - /23 | - /24 | 40 | 148 | 72 | 0.10 | (1) | 0.70 | (1)* | 0.70 | (12) | 300 | 300 | 90 | 60 | (F) | ||
Uzundere | Turkey | I | Uzun Creek | 1 | - /16 | - /20 | - /23 | - /24 | 42 | 59 | 35 | |||||||||||||
Akçakoca Altunçay | Turkey | I | Kilsuyu Creek | 1 | - /18 | - /20 | - /23 | - /24 | 33 | 95 | ||||||||||||||
Üzengili | Turkey | I | Büyük Creek | 1 | - /18 | - /21 | - /23 | - /24 | 50 | 157 | 94 | 0.10 | (1) | 0.80 | (1) | |||||||||
Ula Çıtlık | Turkey | I | Büyükdere | 1 | - /17 | - /22 | - /24 | - /26 | 29 | 125 | 30 |
← Scroll the table horizontally to view its entire width →
Search again
Please note: only dams ≥ 15m which have been completed, are under construction, or due to begin RCC placement in the current year are included in the list below.
Results are sorted in the following order: Finish of RCC, Start of RCC, Finish of Project, Start of Project, Height and alphabetical by Dam Name.
Details
Country: USA
Owner: -
Type: Gravity
Purpose(s): Flood Control / Water Supply
River: Middle Fork
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 05/84
Start of RCC: 05/84
End of RCC: 09/84
End of Project: 11/84
Specifications
Height: 38 metres
Length: 125 metres
Volume of RCC: 42 m3x103
Total volume: 43 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.80 | Traditional concrete against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
conduit |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
66 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
0 | No pozzolan used - |
![Middle Fork completed Middle Fork completed](/site/assets/files/37601/rccdam0018cd.0x300.jpg)
Details
Country: Spain
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: Cala
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 07/84
Start of RCC: 07/84
End of RCC: 10/85
End of Project: 12/85
Specifications
Height: 25 metres
Length: 124 metres
Volume of RCC: 14 m3x103
Total volume: 20 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
0.75 | Traditional concrete against formwork |
Spillway
Slope | Type |
---|---|
0.75 | Traditional concrete against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
450 | 450 |
Cementitious material
Cement (kg/m3) |
---|
72 |
61 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
116 | Low-lime flyash (ASTM Class F) |
120 |
![Castilblanco de los Arroyos completed Castilblanco de los Arroyos completed](/site/assets/files/37604/rccdam0021cd.0x300.jpg)
Details
Country: Mexico
Owner: -
Type: Gravity
Purpose(s): Flood Control
River: Ibarrilla
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 11/86
Start of RCC: 11/86
End of RCC: 05/87
End of Project: 07/87
Specifications
Height: 36 metres
Length: 150 metres
Volume of RCC: 20 m3x103
Total volume: 30 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against precast concrete panels |
0.15 | Traditional concrete against precast concrete panels |
Downstream
Slope | Type |
---|---|
Vertical | Traditional concrete against precast concrete panels |
0.80 | Unformed face of RCC |
Spillway
Slope | Type |
---|---|
0.80 | Reinforced conventional concrete cast after RCC placement |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
135 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
135 | Low-lime flyash (ASTM Class F) |
![La Manzanilla completed La Manzanilla completed](/site/assets/files/37614/rccdam0032cd.0x300.jpg)
Details
Country: USA
Owner: -
Type: Gravity
Purpose(s): Flood Control
River: Lower Chase Creek
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 03/87
Start of RCC: 03/87
End of RCC: 06/87
End of Project: 07/87
Specifications
Height: 27 metres
Length: 122 metres
Volume of RCC: 14 m3x103
Total volume: 22 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.70 | Traditional concrete against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
0.70 | Traditional concrete against formwork [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
64 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
40 | Low-lime flyash (ASTM Class F) |
![Lower Chase Creek completed Lower Chase Creek completed](/site/assets/files/37615/rccdam0033cd.0x300.jpg)
Details
Country: Morocco
Owner: -
Type: Gravity
Purpose(s): Irrigation
River: Akreuch
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 06/87
Start of RCC: 06/87
End of RCC: 02/88
End of Project: 03/88
Specifications
Height: 26 metres
Length: 124 metres
Volume of RCC: 17 m3x103
Total volume: 20 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
0.20 | Traditional concrete against precast concrete panels [stepped face] |
Downstream
Slope | Type |
---|---|
0.20 | Traditional concrete against precast concrete panels |
0.75 | Unformed face of RCC |
Spillway
Slope | Type |
---|---|
0.60 | Traditional concrete against formwork [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
350 | 350 |
Cementitious material
Cement (kg/m3) |
---|
70 |
140 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
30 | Ground-granulated blast-furnace slag |
60 |
![Ain al Koreima completed Ain al Koreima completed](/site/assets/files/37621/rccdam0039cd.0x300.jpg)
Details
Country: China
Owner: -
Type: Thin Arch
Purpose(s): Water Supply
River: Yuxi
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/85
Start of RCC: -/85
End of RCC: -/88
End of Project: -/89
Specifications
Height: 38 metres
Length: 102 metres
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Low-lime flyash (ASTM Class F) | |
![](/site/templates/img/icon_photo-coming-soon_dam-page.png)
Details
Country: Australia
Owner: -
Type: Gravity
Purpose(s): Flood Control
River: Point Hut Creek
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 01/89
Start of RCC: 01/89
End of RCC: 08/89
End of Project: 10/89
Specifications
Height: 18 metres
Length: 86 metres
Volume of RCC: 9 m3x103
Total volume: 9 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | RCC against precast concrete panels |
Downstream
Slope | Type |
---|---|
1.00 | Mechanically compacted unformed face of RCC |
Spillway
Slope | Type |
---|---|
1.00 | Reinforced concrete cast against precast units or slip-formed facing elements |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
145 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
73 | Low-lime flyash (ASTM Class F) |
![Wright’s Retarding Basin completed Wright’s Retarding Basin completed](/site/assets/files/37637/rccdam0055cd.0x300.jpg)
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
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork with external geomembrane |
Downstream
Slope | Type |
---|---|
0.60 | Slip-formed/extruded facing elements [stepped face] |
Spillway
Slope | Type |
---|---|
0.60 | Slip-formed/extruded facing elements [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
120 | ROLAC (mixture of flyash and slag with or without limestone fines) |
![Riou completed Riou completed](/site/assets/files/37649/rccdam0068cd.0x300.jpg)
Details
Country: Spain
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: Hervás
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 01/89
Start of RCC: 01/89
End of RCC: 09/90
End of Project: 10/90
Specifications
Height: 33 metres
Length: 210 metres
Volume of RCC: 24 m3x103
Total volume: 43 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
0.15 | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.70 | Traditional concrete against formwork [stepped face] |
Traditional concrete against precast concrete panels [stepped face] |
Spillway
Slope | Type |
---|---|
0.70 | Traditional concrete against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
80 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
155 | Low-lime flyash (ASTM Class F) |
![Hervás completed Hervás completed](/site/assets/files/37654/rccdam0073cd.0x300.jpg)
Details
Country: Spain
Owner: -
Type: Gravity
Purpose(s): Flood Control
River: Belén
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 03/91
Start of RCC: 03/91
End of RCC: 10/91
End of Project: 10/91
Specifications
Height: 31 metres
Length: 160 metres
Volume of RCC: 24 m3x103
Total volume: 29 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
0.05 | RCC against formwork |
Downstream
Slope | Type |
---|---|
0.75 | RCC against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
0.75 | RCC against formwork [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
73 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
109 | Low-lime flyash (ASTM Class F) |
![Belén-Cagüela completed Belén-Cagüela completed](/site/assets/files/37667/rccdam0086cd.0x300.jpg)
Details
Country: France
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: Lessarte
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 04/91
Start of RCC: 04/91
End of RCC: 10/91
End of Project: 12/91
Specifications
Height: 36 metres
Length: 100 metres
Volume of RCC: 19 m3x103
Total volume: 23 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
0.10 | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.75 | Mechanically compacted unformed face of RCC |
Spillway
Slope | Type |
---|---|
0.75 | Traditional concrete against formwork [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
110 | ROLAC (mixture of flyash and slag with or without limestone fines) |
![Choldocogagna completed Choldocogagna completed](/site/assets/files/37668/rccdam0087cd.0x300.jpg)
Details
Country: Spain
Owner: -
Type: Gravity
Purpose(s): Flood Control
River: Belén
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 07/91
Start of RCC: 07/91
End of RCC: 11/91
End of Project: 11/91
Specifications
Height: 34 metres
Length: 158 metres
Volume of RCC: 36 m3x103
Total volume: 41 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
0.05 | RCC against formwork |
Downstream
Slope | Type |
---|---|
0.75 | RCC against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
0.75 | RCC against formwork [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
73 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
109 | Low-lime flyash (ASTM Class F) |
![Belén-Gato completed Belén-Gato completed](/site/assets/files/37669/rccdam0088cd.0x300.jpg)
Details
Country: Spain
Owner: -
Type: Gravity
Purpose(s): Flood Control
River: Belén
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 09/91
Start of RCC: 09/91
End of RCC: 12/91
End of Project: 12/91
Specifications
Height: 16 metres
Length: 98 metres
Volume of RCC: 6 m3x103
Total volume: 7 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
0.05 | RCC against formwork |
Downstream
Slope | Type |
---|---|
0.75 | RCC against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
0.75 | RCC against formwork [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
73 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
109 | Low-lime flyash (ASTM Class F) |
![Caballar I completed Caballar I completed](/site/assets/files/37671/rccdam0092cd.0x300.jpg)
Details
Country: Spain
Owner: -
Type: Gravity
Purpose(s): Flood Control
River: Belén
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/91
Start of RCC: -/91
End of RCC: 12/91
End of Project: -/92
Specifications
Height: 15 metres
Length: 75 metres
Volume of RCC: 4 m3x103
Total volume: 5 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | RCC against formwork |
Downstream
Slope | Type |
---|---|
0.75 | RCC against formwork |
Spillway
Slope | Type |
---|---|
0.75 | RCC against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
73 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
109 | Low-lime flyash (ASTM Class F) |
![Amatisteros III completed Amatisteros III completed](/site/assets/files/38495/rccdam1066cd.0x300.jpg)
Details
Country: Spain
Owner: -
Type: Gravity
Purpose(s): Flood Control
River: Belén
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 09/91
Start of RCC: 09/91
End of RCC: 01/92
End of Project: 01/92
Specifications
Height: 28 metres
Length: 87 metres
Volume of RCC: 10 m3x103
Total volume: 12 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
0.05 | RCC against formwork |
Downstream
Slope | Type |
---|---|
0.75 | RCC against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
0.75 | RCC against formwork [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
73 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
109 | Low-lime flyash (ASTM Class F) |
![Belén-Flores completed Belén-Flores completed](/site/assets/files/37674/rccdam0093cd.0x300.jpg)
Details
Country: South Africa
Owner: -
Type: Gravity
Purpose(s): Irrigation
River: Tsorwo
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/90
Start of RCC: -/90
End of RCC: 12/92
End of Project: -/92
Specifications
Height: 17 metres
Length: 70 metres
Volume of RCC: 3 m3x103
Total volume: 3 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | RCC against formwork |
Downstream
Slope | Type |
---|---|
Vertical | RCC against formwork |
0.50 |
Spillway
Slope | Type |
---|---|
0.50 | RCC against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
150 | 150 |
Cementitious material
Cement (kg/m3) |
---|
70 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
100 | Low-lime flyash (ASTM Class F) |
![](/site/templates/img/icon_photo-coming-soon_dam-page.png)
Details
Country: Australia
Owner: -
Type: Gravity
Purpose(s): Pollution Control
River: Unnamed creek
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 02/94
Start of RCC: 02/94
End of RCC: 08/94
End of Project: 11/94
Specifications
Height: 32 metres
Length: 120 metres
Volume of RCC: 22 m3x103
Total volume: 27 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.80 | Traditional concrete against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
0.80 | Traditional concrete against formwork [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
96 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
64 | Low-lime flyash (ASTM Class F) |
![Lower Molonglo Bypass Storage completed Lower Molonglo Bypass Storage completed](/site/assets/files/37724/rccdam0144cd.0x300.jpg)
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
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
![](/site/templates/img/icon_photo-coming-soon_dam-page.png)
Details
Country: USA
Owner: -
Type: Gravity
Purpose(s): Flood Control
River: Bullard Creek
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 10/98
Start of RCC: 10/98
End of RCC: -/99
End of Project: -/99
Specifications
Height: 16 metres
Length: 110 metres
Volume of RCC: 7 m3x103
Total volume: 7 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | RCC against formwork |
Downstream
Slope | Type |
---|---|
v | RCC against formwork [stepped face] |
0.75 |
Spillway
Slope | Type |
---|---|
0.75 | RCC against formwork [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
148 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
44 | Low-lime flyash (ASTM Class F) |
![Bullard Creek completed Bullard Creek completed](/site/assets/files/37809/rccdam0229cd.0x300.jpg)
Details
Country: USA
Owner: -
Type: Gravity
Purpose(s): Irrigation / Recreation
River: Trout Creek
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 08/99
Start of RCC: 08/99
End of RCC: 05/00
End of Project: 07/00
Specifications
Height: 31 metres
Length: 38 metres
Volume of RCC: 9 m3x103
Total volume: 10 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.80 | Traditional concrete against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
0.80 | Traditional concrete against formwork [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
163 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
0 | No pozzolan used - |
![Trout Creek completed Trout Creek completed](/site/assets/files/37812/rccdam0232cd.0x300.jpg)
Details
Country: USA
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: -
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 10/99
Start of RCC: 10/99
End of RCC: 05/00
End of Project: 08/00
Specifications
Height: 16 metres
Length: 57 metres
Volume of RCC: 331 m3x103
Total volume: 331 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.80 | Traditional concrete against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
0.80 | Traditional concrete against formwork [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
90 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
0 | No pozzolan used - |
![Pickle Jar completed Pickle Jar completed](/site/assets/files/37813/rccdam0233cd.0x300.jpg)
Details
Country: UAE
Owner: -
Type: Gravity
Purpose(s): Groundwater Recharge / Irrigation
River: -
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/00
Start of RCC: -/00
End of RCC: 06/01
End of Project: -/01
Specifications
Height: 19 metres
Length: 100 metres
Volume of RCC: 9 m3x103
Total volume: 10 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.80 | Traditional concrete against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
0.80 | Reinforced conventional concrete cast after RCC placement |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
90 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
0 | No pozzolan used - |
![Safad completed Safad completed](/site/assets/files/37830/rccdam0250cd.0x300.jpg)
Details
Country: UAE
Owner: -
Type: Gravity
Purpose(s): Groundwater Recharge / Irrigation
River: -
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/00
Start of RCC: -/00
End of RCC: 10/01
End of Project: -/01
Specifications
Height: 24 metres
Length: 105 metres
Volume of RCC: 18 m3x103
Total volume: 20 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
0.10 | Reinforced conventional concrete cast before RCC placement |
Downstream
Slope | Type |
---|---|
0.80 | Traditional concrete against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
0.80 | Reinforced conventional concrete cast after RCC placement |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
90 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
0 | No pozzolan used - |
![Showkah completed Showkah completed](/site/assets/files/37833/rccdam0253cd.0x300.jpg)
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
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
![](/site/templates/img/icon_photo-coming-soon_dam-page.png)
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
Slope | Type |
---|---|
Vertical | RCC against formwork (GEVR/GE-RCC) |
Downstream
Slope | Type |
---|---|
0.75 | RCC against formwork (GEVR/GE-RCC) |
Spillway
Slope | Type |
---|---|
none |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
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](/site/assets/files/37882/rccdam0300cd.0x300.jpg)
Details
Country: China
Owner: -
Type: Thin Arch
Purpose(s): Water Supply
River: Yangshui
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/01
Start of RCC: -/01
End of RCC: -/03
End of Project: -/04
Specifications
Height: 39 metres
Length: 176 metres
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
![](/site/templates/img/icon_photo-coming-soon_dam-page.png)
Details
Country: USA
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: -
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 01/05
Start of RCC: 01/05
End of RCC: 04/06
End of Project: -/06
Specifications
Height: 26 metres
Length: 170 metres
Volume of RCC: 27 m3x103
Total volume: 30 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | RCC against precast concrete panels |
Downstream
Slope | Type |
---|---|
Unformed face of RCC |
Spillway
Slope | Type |
---|---|
separate |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
95 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
59 | Low-lime flyash (ASTM Class F) |
![Pine Brook completed Pine Brook completed](/site/assets/files/37937/rccdam0354cd.0x300.jpg)
Details
Country: USA
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: Bear Creek
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 06/06
Start of RCC: 06/06
End of RCC: 11/06
End of Project: 10/07
Specifications
Height: 29 metres
Length: 168 metres
Volume of RCC: 24 m3x103
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical |
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
![Genesee #2 completed Genesee #2 completed](/site/assets/files/37942/rccdam0359cd.0x300.jpg)
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
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
64 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
16 | Natural pozzolan (ASTM Class N) |
![Esmeralda under construction Esmeralda under construction](/site/assets/files/38321/rccdam0917uc.0x300.jpg)
Details
Country: USA
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: Hickory Log Creek
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 10/05
Start of RCC: 10/05
End of RCC: 06/07
End of Project: 10/07
Specifications
Height: 55 metres
Length: 290 metres
Volume of RCC: 165 m3x103
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | RCC against precast concrete panels with geomembrane |
Downstream
Slope | Type |
---|---|
0.80 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
Slope | Type |
---|---|
0.80 | Traditional concrete against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
89 |
80 74 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
89 | Low-lime flyash (ASTM Class F) |
98 104 |
![Hickory Log Creek completed Hickory Log Creek completed](/site/assets/files/37967/rccdam0383cd.0x300.jpg)
Details
Country: Australia
Owner: -
Type: Gravity
Purpose(s): Flood Control
River: North Para
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 11/06
Start of RCC: 11/06
End of RCC: 09/07
End of Project: -/07
Specifications
Height: 33 metres
Length: 206 metres
Volume of RCC: 50 m3x103
Total volume: 50 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | RCC against formwork (GEVR/GE-RCC) |
Downstream
Slope | Type |
---|---|
RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
Slope | Type |
---|---|
RCC against formwork (GEVR/GE-RCC) [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
60 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
160 | Low-lime flyash (ASTM Class F) |
![North Para completed North Para completed](/site/assets/files/37973/rccdam0389cd.0x300.jpg)
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
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
![](/site/templates/img/icon_photo-coming-soon_dam-page.png)
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
Slope | Type |
---|---|
Vertical |
Downstream
Slope | Type |
---|---|
0.75 |
Spillway
Slope | Type |
---|---|
0.75 |
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
72 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
19 | Natural pozzolan (ASTM Class N) |
![Plano Alto on Google Earth Plano Alto on Google Earth](/site/assets/files/38325/rccdam0943ge.0x300.jpg)
Details
Country: Morocco
Owner: -
Type: Gravity
Purpose(s): Irrigation
River: El Handak
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/05
Start of RCC: -/05
End of RCC: -/08
End of Project: -/09
Specifications
Height: 27 metres
Length: -
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
![El Handak on Google Earth El Handak on Google Earth](/site/assets/files/38010/rccdam0738ge.0x300.jpg)
Details
Country: Morocco
Owner: -
Type: Gravity
Purpose(s): unknown
River: Ifrane
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/06
Start of RCC: -/06
End of RCC: -/08
End of Project: -/09
Specifications
Height: 22 metres
Length: -
Volume of RCC: 15 m3x103
Total volume: 18 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against precast concrete panels |
Downstream
Slope | Type |
---|---|
1.00 | Traditional concrete against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
1.00 | Traditional concrete against formwork [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
![Sidi el Mahjoub completed Sidi el Mahjoub completed](/site/assets/files/38016/rccdam0661cd.0x300.jpg)
Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: Tuochang
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/07
Start of RCC: -/07
End of RCC: -/09
End of Project: -/09
Specifications
Height: 58 metres
Length: 168 metres
Volume of RCC: -
Total volume: 125 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
![Xiaotianlong completed Xiaotianlong completed](/site/assets/files/38073/rccdam0488cd.0x300.jpg)
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower / Water Supply
River: Claro
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 08/07
Start of RCC: 08/07
End of RCC: -/09
End of Project: 07/10
Specifications
Height: 60 metres
Length: 1670 metres
Volume of RCC: 172 m3x103
Total volume: 282 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
![Barra do Coqueiros on Google Earth Barra do Coqueiros on Google Earth](/site/assets/files/38039/rccdam0456ge.0x300.jpg)
Details
Country: Australia
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: Teviot Brook
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 09/09
Start of RCC: 09/09
End of RCC: 12/10
End of Project: 06/11
Specifications
Height: 48 metres
Length: 464 metres
Volume of RCC: 173 m3x103
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
Traditional concrete against formwork |
Spillway
Slope | Type |
---|---|
Traditional concrete against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
85 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
85 | Low-lime flyash (ASTM Class F) |
![Wyaralong completed Wyaralong completed](/site/assets/files/38062/rccdam0475cd.0x300.jpg)
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: -
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/09
Start of RCC: -/09
End of RCC: -/10
End of Project: -/10
Specifications
Height: 15 metres
Length: 145 metres
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
![Ibirama on Google Earth Ibirama on Google Earth](/site/assets/files/38549/rccdam1017ge.0x300.jpg)
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Santo Antônio
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/09
Start of RCC: -/09
End of RCC: -/10
End of Project: -/10
Specifications
Height: 15 metres
Length: 94 metres
Volume of RCC: -
Total volume: 14 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical |
Downstream
Slope | Type |
---|---|
0.75 |
Spillway
Slope | Type |
---|---|
0.75 |
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
![Ninho da Águia completed Ninho da Águia completed](/site/assets/files/38551/rccdam1034cd.0x300.jpg)
Details
Country: USA
Owner: -
Type: Gravity
Purpose(s): Flood Control
River: -
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 02/10
Start of RCC: 02/10
End of RCC: 09/11
End of Project: 11/11
Specifications
Height: 35 metres
Length: 69 metres
Volume of RCC: 25 m3x103
Total volume: 25 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | RCC against formwork (GEVR/GE-RCC) |
Downstream
Slope | Type |
---|---|
RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
Slope | Type |
---|---|
RCC against formwork (GEVR/GE-RCC) [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
48 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
79 | Low-lime flyash (ASTM Class F) |
![Thornton Gap (Tollway) completed Thornton Gap (Tollway) completed](/site/assets/files/38093/rccdam0505cd.0x300.jpg)
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Bernado Jose
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/09
Start of RCC: -/09
End of RCC: -/11
End of Project: -/11
Specifications
Height: 22 metres
Length: -
Volume of RCC: 9 m3x103
Total volume: 25 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
68 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
17 | Natural pozzolan (ASTM Class N) |
![Moínho completed Moínho completed](/site/assets/files/38107/rccdam0525cd.0x300.jpg)
Details
Country: Morocco
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: -
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/09
Start of RCC: -/09
End of RCC: -/11
End of Project: -/12
Specifications
Height: 15 metres
Length: -
Volume of RCC: 18 m3x103
Total volume: 20 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
0.20 | Traditional concrete against precast concrete panels |
Downstream
Slope | Type |
---|---|
0.80 | Traditional concrete against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
0.80 | Traditional concrete against formwork [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
![](/site/templates/img/icon_photo-coming-soon_dam-page.png)
Details
Country: France
Owner: -
Type: Gravity
Purpose(s): Hydropower / Irrigation
River: Rizzanese
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/09
Start of RCC: -/09
End of RCC: 02/12
End of Project: -/12
Specifications
Height: 41 metres
Length: 140 metres
Volume of RCC: 64 m3x103
Total volume: 72 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against precast concrete panels with geomembrane |
1.00 | RCC against precast concrete blocks |
Downstream
Slope | Type |
---|---|
Vertical | |
0.80 |
Spillway
Slope | Type |
---|---|
0.80 |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
80 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
0 | No pozzolan used - |
![Rizzanese completed Rizzanese completed](/site/assets/files/38122/rccdam0537cd.0x300.jpg)
Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Yalongjiang
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/08
Start of RCC: -/08
End of RCC: -/12
End of Project: -/14
Specifications
Height: 71 metres
Length: -
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
![Tongzilin completed Tongzilin completed](/site/assets/files/38147/rccdam0557cd.0x300.jpg)
Details
Country: Morocco
Owner: -
Type: Gravity
Purpose(s): unknown
River: -
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/11
Start of RCC: -/11
End of RCC: -/13
End of Project: -/14
Specifications
Height: 19 metres
Length: -
Volume of RCC: 27 m3x103
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against precast concrete panels |
Downstream
Slope | Type |
---|---|
1.00 | Traditional concrete against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
1.00 | Traditional concrete against formwork [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
![Tamelast under construction Tamelast under construction](/site/assets/files/38170/rccdam0593uc.0x300.jpg)
Details
Country: Panama
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Bonyic
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/11
Start of RCC: -/11
End of RCC: 08/14
End of Project: -/15
Specifications
Height: 37 metres
Length: 165 metres
Volume of RCC: -
Total volume: 88 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
![Bonyic completed Bonyic completed](/site/assets/files/38181/rccdam0603cd.0x300.jpg)
Details
Country: Turkey
Owner: -
Type: Gravity
Purpose(s): Flood Control
River: Bağ
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/13
Start of RCC: -/13
End of RCC: -/14
End of Project: -/14
Specifications
Height: 31 metres
Length: 118 metres
Volume of RCC: 30 m3x103
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
![Mamak completed Mamak completed](/site/assets/files/38583/rccdam0740cd.0x300.jpg)
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Teles Pires
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 07/11
Start of RCC: 07/11
End of RCC: -/15
End of Project: 09/16
Specifications
Height: 67 metres
Length: 360 metres
Volume of RCC: 500 m3x103
Total volume: 1020 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
![Teles Pires completed Teles Pires completed](/site/assets/files/38585/rccdam1055cd.0x300.jpg)
Details
Country: Turkey
Owner: -
Type: Gravity
Purpose(s): Irrigation
River: Gelenalan
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/13
Start of RCC: -/13
End of RCC: -/15
End of Project: -/15
Specifications
Height: 39 metres
Length: 330 metres
Volume of RCC: 69 m3x103
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
60 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
0 | No pozzolan used - |
![Sariveliler Göktepe completed Sariveliler Göktepe completed](/site/assets/files/38591/rccdam0968cd.0x300.jpg)
Details
Country: Turkey
Owner: -
Type: Gravity
Purpose(s): Irrigation
River: Hasanderesi
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/14
Start of RCC: -/14
End of RCC: -/15
End of Project: -/15
Specifications
Height: 40 metres
Length: 241 metres
Volume of RCC: 69 m3x103
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
0.10 | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.80 | Traditional concrete against formwork |
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
85 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
35 | Low-lime flyash (ASTM Class F) |
![Bergama Çamavlu completed Bergama Çamavlu completed](/site/assets/files/38593/rccdam0757cd.0x300.jpg)
Details
Country: Turkey
Owner: -
Type: Gravity
Purpose(s): Irrigation / Water Supply
River: Ormanlik
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/14
Start of RCC: -/14
End of RCC: -/16
End of Project: 10/17
Specifications
Height: 49 metres
Length: 265 metres
Volume of RCC: 114 m3x103
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
![Güdül Kırkkavak completed Güdül Kırkkavak completed](/site/assets/files/38603/rccdam1071cd.0x300.jpg)
Details
Country: Turkey
Owner: -
Type: Gravity
Purpose(s): Irrigation
River: İsabeyli Deresi
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/14
Start of RCC: -/14
End of RCC: -/16
End of Project: -/17
Specifications
Height: 42 metres
Length: 148 metres
Volume of RCC: 70 m3x103
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
![Nazilli İsabeyli completed Nazilli İsabeyli completed](/site/assets/files/38601/rccdam1020cd.0x300.jpg)
Details
Country: Turkey
Owner: -
Type: Gravity
Purpose(s): Irrigation
River: Limontozu
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/14
Start of RCC: -/14
End of RCC: -/16
End of Project: -/17
Specifications
Height: 46 metres
Length: 63 metres
Volume of RCC: 269 m3x103
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
![Oltu Sivridere completed Oltu Sivridere completed](/site/assets/files/38602/rccdam1073cd.0x300.jpg)
Details
Country: Sri Lanka
Owner: -
Type: Gravity
Purpose(s): Hydropower / Irrigation
River: Mathatilla Oya
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/11
Start of RCC: -/11
End of RCC: -/17
End of Project: -/18
Specifications
Height: 50 metres
Length: 165 metres
Volume of RCC: 40 m3x103
Total volume: 50 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
Traditional concrete against formwork |
Spillway
Slope | Type |
---|---|
Reinforced conventional concrete cast after RCC placement |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
95 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
95 | Low-lime flyash (ASTM Class F) |
![Dyraaba (part of Uma Oya Project) completed Dyraaba (part of Uma Oya Project) completed](/site/assets/files/38225/rccdam0650cd.0x300.jpg)
Details
Country: Turkey
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: Çırçıp
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/15
Start of RCC: -/15
End of RCC: -/17
End of Project: -/17
Specifications
Height: 36 metres
Length: 110 metres
Volume of RCC: 20 m3x103
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
![Üniversite completed Üniversite completed](/site/assets/files/38605/rccdam1072cd.0x300.jpg)
Details
Country: Turkey
Owner: -
Type: Gravity
Purpose(s): Irrigation
River: Alısızın Deresi
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/16
Start of RCC: -/16
End of RCC: -/17
End of Project: -/18
Specifications
Height: 23 metres
Length: 83 metres
Volume of RCC: 14 m3x103
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical |
Downstream
Slope | Type |
---|---|
0.70 |
Spillway
Slope | Type |
---|---|
0.70 |
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
![Çamoluk Alısız completed Çamoluk Alısız completed](/site/assets/files/38606/rccdam1074cd.0x300.jpg)
Details
Country: Sri Lanka
Owner: -
Type: Gravity
Purpose(s): Hydropower / Irrigation
River: Dalgolia Oya
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/11
Start of RCC: -/11
End of RCC: -/18
End of Project: -/19
Specifications
Height: 35 metres
Length: 174 metres
Volume of RCC: 30 m3x103
Total volume: 40 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
Traditional concrete against formwork |
Spillway
Slope | Type |
---|---|
Reinforced conventional concrete cast after RCC placement |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
95 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
95 | Low-lime flyash (ASTM Class F) |
![Puhulpola (part of Uma Oya Project) completed Puhulpola (part of Uma Oya Project) completed](/site/assets/files/38224/rccdam0651cd.0x300.jpg)
Details
Country: Turkey
Owner: -
Type: Gravity
Purpose(s): Irrigation / Water Supply
River: Uludere
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 03/17
Start of RCC: 03/17
End of RCC: 09/19
End of Project: 08/20
Specifications
Height: 52 metres
Length: 122 metres
Volume of RCC: 55 m3x103
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
0.10 | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.80 | Traditional concrete against formwork |
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 |
Cementitious material
Cement (kg/m3) |
---|
75 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
50 | |
![Tasköprü Çay completed Tasköprü Çay completed](/site/assets/files/38875/rccdam1222cd.0x300.jpg)
Details
Country: Algeria
Owner: -
Type: Gravity
Purpose(s): Flood Control
River: Oued Bouhdid
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/18
Start of RCC: -/18
End of RCC: -/20
End of Project: -/21
Specifications
Height: 30 metres
Length: 260 metres
Volume of RCC: -
Total volume: 60 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
0.10 |
Downstream
Slope | Type |
---|---|
0.90 |
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
![](/site/templates/img/icon_photo-coming-soon_dam-page.png)
Details
Country: Turkey
Owner: -
Type: Gravity
Purpose(s): Irrigation
River: Kara Creek
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/16
Start of RCC: -/16
End of RCC: -/21
End of Project: -/23
Specifications
Height: 39 metres
Length: 119 metres
Volume of RCC: 34 m3x103
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
![Davarlı under construction Davarlı under construction](/site/assets/files/38749/rccdam1138uc.0x300.jpg)
Details
Country: Turkey
Owner: -
Type: Gravity
Purpose(s): Irrigation
River: Kırkgöz Creek
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/17
Start of RCC: -/17
End of RCC: -/21
End of Project: -/23
Specifications
Height: 28 metres
Length: 142 metres
Volume of RCC: 28 m3x103
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
0.10 |
Downstream
Slope | Type |
---|---|
0.80 |
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 |
Cementitious material
Cement (kg/m3) |
---|
80 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
32 | |
![](/site/templates/img/icon_photo-coming-soon_dam-page.png)
Details
Country: Turkey
Owner: -
Type: Gravity
Purpose(s): Irrigation / Water Supply
River: Karakuz Creek
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/16
Start of RCC: -/16
End of RCC: -/22
End of Project: -/23
Specifications
Height: 46 metres
Length: 125 metres
Volume of RCC: 38 m3x103
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
0.10 | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.80 | Traditional concrete against formwork |
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 |
Cementitious material
Cement (kg/m3) |
---|
83 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
68 | Low-lime flyash (ASTM Class F) |
![](/site/templates/img/icon_photo-coming-soon_dam-page.png)
Details
Country: Turkey
Owner: -
Type: Gravity
Purpose(s): Irrigation
River: Gök Creek
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/15
Start of RCC: -/15
End of RCC: -/22
End of Project: -/24
Specifications
Height: 33 metres
Length: 195 metres
Volume of RCC: 50 m3x103
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
![](/site/templates/img/icon_photo-coming-soon_dam-page.png)
Details
Country: Turkey
Owner: -
Type: Gravity
Purpose(s): Irrigation
River: Gök Creek
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/17
Start of RCC: -/17
End of RCC: -/22
End of Project: -/24
Specifications
Height: 31 metres
Length: 228 metres
Volume of RCC: 30 m3x103
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
![](/site/templates/img/icon_photo-coming-soon_dam-page.png)
Details
Country: Turkey
Owner: -
Type: Gravity
Purpose(s): Irrigation
River: Sagin
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/16
Start of RCC: -/16
End of RCC: -/23
End of Project: -/24
Specifications
Height: 40 metres
Length: 148 metres
Volume of RCC: -
Total volume: 72 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
0.10 | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.70 | Traditional concrete against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
0.70 | Reinforced conventional concrete cast after RCC placement |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
90 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
60 | Low-lime flyash (ASTM Class F) |
![Akçali-2 under construction Akçali-2 under construction](/site/assets/files/38697/rccdam0844uc.0x300.jpg)
Details
Country: Turkey
Owner: -
Type: Gravity
Purpose(s): Irrigation
River: Uzun Creek
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/16
Start of RCC: -/16
End of RCC: -/23
End of Project: -/24
Specifications
Height: 42 metres
Length: 59 metres
Volume of RCC: 35 m3x103
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
![](/site/templates/img/icon_photo-coming-soon_dam-page.png)
Details
Country: Turkey
Owner: -
Type: Gravity
Purpose(s): Irrigation
River: Kilsuyu Creek
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/18
Start of RCC: -/18
End of RCC: -/23
End of Project: -/24
Specifications
Height: 33 metres
Length: 95 metres
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
![](/site/templates/img/icon_photo-coming-soon_dam-page.png)
Details
Country: Turkey
Owner: -
Type: Gravity
Purpose(s): Irrigation
River: Büyük Creek
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/18
Start of RCC: -/18
End of RCC: -/23
End of Project: -/24
Specifications
Height: 50 metres
Length: 157 metres
Volume of RCC: 94 m3x103
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
0.10 | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.80 | Traditional concrete against formwork |
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
![](/site/templates/img/icon_photo-coming-soon_dam-page.png)
Details
Country: Turkey
Owner: -
Type: Gravity
Purpose(s): Irrigation
River: Büyükdere
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/17
Start of RCC: -/17
End of RCC: -/24
End of Project: -/26
Specifications
Height: 29 metres
Length: 125 metres
Volume of RCC: 30 m3x103
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
![](/site/templates/img/icon_photo-coming-soon_dam-page.png)
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