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 - |
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 |
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) |
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) |
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 |
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) | |
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) |
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) |
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) |
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) |
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) |
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) |
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) |
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) |
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) |
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) |
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) |
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 |
|---|---|
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) |
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 - |
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 - |
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 - |
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 - |
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 |
|---|---|
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) | |
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 |
|---|---|
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) |
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 |
|---|---|
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) |
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 |
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) |
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 |
|---|---|
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) |
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 |
|---|---|
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 |
|---|---|
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 |
|---|---|
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 |
|---|---|
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) |
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 |
|---|---|
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 |
|---|---|
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) |
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) |
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 |
|---|---|
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 - |
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 |
|---|---|
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 |
|---|---|
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 |
|---|---|
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 |
|---|---|
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 |
|---|---|
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 - |
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) |
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 |
|---|---|
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 |
|---|---|
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 |
|---|---|
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) |
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 |
|---|---|
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 |
|---|---|
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) |
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 | |
Details
Country: Iran
Owner: -
Type: Gravity
Purpose(s): Irrigation
River: Sharab Garod
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/12
Start of RCC: -/12
End of RCC: -/20
End of Project: -/22
Specifications
Height: 15 metres
Length: 75 metres
Volume of RCC: -
Total volume: 12 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
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 |
|---|---|
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 |
|---|---|
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 | |
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) |
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 |
|---|---|
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 |
|---|---|
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) |
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 |
|---|---|
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 |
|---|---|
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 |
|---|---|
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 |
|---|---|
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