Dam Search Results
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) | |||||||
| Pak Mun | Thailand | H | Mun | 04/91 | 12/93 | 03/94 | 06/94 | 26 | 323 | 48 | 50 | V V | (13) (15) | V 0.80 | (13) (15) | separate | 300 | 300 | 58 | 124 | (F) | |||
| Mae Suai | Thailand | I | Mae Suai | 73 | 11/99 | 10/00 | 01/02 | 07/02 | 59 | 340 | 300 | 350 | 0.15 | (15) | 0.80 | (1)* | 0.80 | (1)* | 300 | 300 | 70 | 80 to 100 | (F) | |
| Khun Dan Prakan Chon (formerly Tha Dan) | Thailand | I | Nakhon Nayok | 224 | 11/99 | 03/01 | 07/04 | 01/05 | 95 | 2600 | 4900 | 5400 | V 0.40 | (14) | 0.80 | (14)* | 0.80 | (14)* | 300 | 300 | 90 | 100 | (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: Thailand
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Mun
Reservoir capacity: -
Construction Dates
Start of Project: 04/91
Start of RCC: 04/91
End of RCC: 03/94
End of Project: 06/94
Specifications
Height: 26 metres
Length: 323 metres
Volume of RCC: 48 m3x103
Total volume: 50 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Reinforced concrete cast against precast units or slip-formed facing elements |
| Vertical | RCC supported by fill shoulders |
Downstream
| Slope | Type |
|---|---|
| Vertical | Reinforced concrete cast against precast units or slip-formed facing elements |
| 0.80 | RCC supported by fill shoulders |
Spillway
| Slope | Type |
|---|---|
| separate |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 58 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 124 | Low-lime flyash (ASTM Class F) |
Details
Country: Thailand
Owner: -
Type: Gravity
Purpose(s): Irrigation
River: Mae Suai
Reservoir capacity: 73 m3x106
Construction Dates
Start of Project: 11/99
Start of RCC: 11/99
End of RCC: 01/02
End of Project: 07/02
Specifications
Height: 59 metres
Length: 340 metres
Volume of RCC: 300 m3x103
Total volume: 350 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.15 | RCC supported by fill shoulders |
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) |
|---|
| 70 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 80 to | Low-lime flyash (ASTM Class F) |
Details
Country: Thailand
Owner: -
Type: Gravity
Purpose(s): Irrigation
River: Nakhon Nayok
Reservoir capacity: 224 m3x106
Construction Dates
Start of Project: 11/99
Start of RCC: 11/99
End of RCC: 07/04
End of Project: 01/05
Specifications
Height: 95 metres
Length: 2600 metres
Volume of RCC: 4900 m3x103
Total volume: 5400 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Slip-formed/extruded facing elements |
| 0.40 |
Downstream
| Slope | Type |
|---|---|
| 0.80 | Slip-formed/extruded facing elements [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Slip-formed/extruded facing elements [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 90 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 100 | Low-lime flyash (ASTM Class F) |
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