Dam Search Results
- Dimensions
- Height: 111 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) | |||||||
| Tomisato | Japan | F I W | Douzan | 53 | 02/92 | - /95 | 02/97 | 03/00 | 111 | 250 | 355 | 510 | V | (1) | 0.76 | (1) | 0.76 | (1) | 250 | 750 1000 | 84 72 | 36 48 | (F) | |
| Mianhuatan | China | F H N W | Ting | 2035 | 04/98 | 12/98 | 11/01 | 04/02 | 111 | 302 | 500 | 615 | V | (9) | 0.75 | (10) | 0.70 | (13) | 300 | 3000 | 82 59 48 | 100 88 88 | (F) | |
| Yubari Syuparo | Japan | F H I W | Yubari | 427 | 11/03 | 10/09 | 09/11 | 03/15 | 111 | 390 | 584 | 940 | V 0.80 | (1) (1) | 0.82 | (1) | 0.82 | (1) | 250 | 750 & 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: Japan
Owner: -
Type: Gravity
Purpose(s): Flood Control / Irrigation / Water Supply
River: Douzan
Reservoir capacity: 53 m3x106
Construction Dates
Start of Project: 02/92
Start of RCC: 02/92
End of RCC: 02/97
End of Project: 03/00
Specifications
Height: 111 metres
Length: 250 metres
Volume of RCC: 355 m3x103
Total volume: 510 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.76 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.76 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 250 | 750 |
| 1000 |
Cementitious material
| Cement (kg/m3) |
|---|
| 84 |
| 72 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 36 | Low-lime flyash (ASTM Class F) |
| 48 |
Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Flood Control / Hydropower / Navigation / Water Supply
River: Ting
Reservoir capacity: 2035 m3x106
Construction Dates
Start of Project: 04/98
Start of RCC: 04/98
End of RCC: 11/01
End of Project: 04/02
Specifications
Height: 111 metres
Length: 302 metres
Volume of RCC: 500 m3x103
Total volume: 615 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against precast concrete panels with hot poured membrane |
Downstream
| Slope | Type |
|---|---|
| 0.75 | RCC against precast concrete blocks |
Spillway
| Slope | Type |
|---|---|
| 0.70 | Reinforced concrete cast against precast units or slip-formed facing elements |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 3000 |
Cementitious material
| Cement (kg/m3) |
|---|
| 82 |
| 59 48 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 100 | Low-lime flyash (ASTM Class F) |
| 88 88 |
Details
Country: Japan
Owner: -
Type: Gravity
Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply
River: Yubari
Reservoir capacity: 427 m3x106
Construction Dates
Start of Project: 11/03
Start of RCC: 11/03
End of RCC: 09/11
End of Project: 03/15
Specifications
Height: 111 metres
Length: 390 metres
Volume of RCC: 584 m3x103
Total volume: 940 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
| 0.80 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.82 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.82 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 250 | 750 & |
| 1000 |
Cementitious material
| Cement (kg/m3) |
|---|
| 91 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 39 | Low-lime flyash (ASTM Class F) |
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