Dam Search Results
- Dimensions
- Height: 97 metres
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.
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| 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) | |||||||
| Olivenhain | USA | San Diego County Water Authority | W | Escondido Creek | 30 | 06/01 | 02/02 | 10/02 | 07/03 | 97 | 788 | 1070 | 1140 | V | (4') | 0.80 | (3)* | 0.80 | (1)* | 300 | 300 | 74 | 121 | (F) |
| Beyhan-I [H-F] | Turkey | Kalehan Energy Üretim ve Ticaret A.S. | H | Murat | 369 | - /09 | 03/12 | 03/14 | 03/15 | 97 | 361 | 1480 | 1661 | 0.70 | (7) | 0.70 | (3') | 300 | 300 | 90 | 40 | (M) | ||
| Tsugaru | Japan | Ministry of Land, Infrastructure, Transport and Tourism | F H I | Iwaki | 141 | 10/08 | 05/10 | 08/14 | 03/16 | 97 | 342 | 500 | 717 | V 1.00 | (1) (1) | 0.74 | (1) | 0.74 | (1) | 250 | 1000 | 91 | 39 | (F) |
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Please note: only dams ≥ 15m which have been completed, are under construction, or due to begin RCC placement in the current year are included in the list below.
Results are sorted in the following order: Finish of RCC, Start of RCC, Finish of Project, Start of Project, Height and alphabetical by Dam Name.
Details
Country: USA
Owner: San Diego County Water Authority
Type: Gravity
Purpose(s): Water Supply
River: Escondido Creek
Reservoir capacity: 30 m3x106
Construction Dates
Start of Project: 06/01
Start of RCC: 06/01
End of RCC: 10/02
End of Project: 07/03
Specifications
Height: 97 metres
Length: 788 metres
Volume of RCC: 1070 m3x103
Total volume: 1140 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork with external geomembrane (GEVR/GE-RCC) |
Downstream
| Slope | Type |
|---|---|
| 0.80 | RCC 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) |
|---|
| 74 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 121 | Low-lime flyash (ASTM Class F) |
Details
Country: Turkey
Owner: Kalehan Energy Üretim ve Ticaret A.S.
Type: Hardfill
Purpose(s): Hydropower
River: Murat
Reservoir capacity: 369 m3x106
Construction Dates
Start of Project: -/09
Start of RCC: -/09
End of RCC: 03/14
End of Project: 03/15
Specifications
Height: 97 metres
Length: 361 metres
Volume of RCC: 1480 m3x103
Total volume: 1661 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.70 | RCC against precast concrete panels |
Downstream
| Slope | Type |
|---|---|
| 0.70 | RCC against formwork (GEVR/GE-RCC) |
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 90 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 40 | Milled sand |
Details
Country: Japan
Owner: Ministry of Land, Infrastructure, Transport and Tourism
Type: Gravity
Purpose(s): Flood Control / Hydropower / Irrigation
River: Iwaki
Reservoir capacity: 141 m3x106
Construction Dates
Start of Project: 10/08
Start of RCC: 10/08
End of RCC: 08/14
End of Project: 03/16
Specifications
Height: 97 metres
Length: 342 metres
Volume of RCC: 500 m3x103
Total volume: 717 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
| 1.00 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.74 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.74 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 250 | 1000 |
Cementitious material
| Cement (kg/m3) |
|---|
| 91 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 39 | Low-lime flyash (ASTM Class F) |
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