Dam Search Results
- Total Volume: 267 m3x103
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) | |||||||
| Jinjiang | China | F H | Jinjianghe | 189 | 07/90 | 10/91 | 03/93 | 07/93 | 68 | 229 | 182 | 267 | V | (1) | 0.75 | (1) | 0.65 | (1) (1) | 300 | 3000 | 70 | 80 | (F) | |
| Shannipo [A] | China | H | Beipan | 85 | - /09 | - /11 | - /13 | - /15 | 119 | 205 | 199 | 267 | curve | (3') | curve | (3) | ogee | (3) | ||||||
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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: China
Owner: -
Type: Gravity
Purpose(s): Flood Control / Hydropower
River: Jinjianghe
Reservoir capacity: 189 m3x106
Construction Dates
Start of Project: 07/90
Start of RCC: 07/90
End of RCC: 03/93
End of Project: 07/93
Specifications
Height: 68 metres
Length: 229 metres
Volume of RCC: 182 m3x103
Total volume: 267 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.75 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.65 | Traditional concrete against formwork |
| Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 3000 |
Cementitious material
| Cement (kg/m3) |
|---|
| 70 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 80 | Low-lime flyash (ASTM Class F) |
Details
Country: China
Owner: -
Type: Thin Arch
Purpose(s): Hydropower
River: Beipan
Reservoir capacity: 85 m3x106
Construction Dates
Start of Project: -/09
Start of RCC: -/09
End of RCC: -/13
End of Project: -/15
Specifications
Height: 119 metres
Length: 205 metres
Volume of RCC: 199 m3x103
Total volume: 267 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| curve | RCC against formwork (GEVR/GE-RCC) |
Downstream
| Slope | Type |
|---|---|
| curve | RCC against formwork |
Spillway
| Slope | Type |
|---|---|
| ogee | RCC against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
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