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.
← 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) | |||||||
Pleikrong | Vietnam | H | Po Ko | 1048 | 11/05 | 02/05 | 12/06 | - /07 | 65 | 495 | 326 | 450 | V | (1) | 0.80 | (1) | 0.80 | (1) | 300 | 300 | 80 | 210 | (N) | |
A Vuong | Vietnam | H | Vugia Thubon | 340 | 08/03 | 01/06 | 10/07 | 11/08 | 83 | 240 | 260 | 350 | V | (1) | 0.80 | (1) | 1.00 | (1) | 300 | 300 | 90 | 150 | (N) | |
Dinh Binh | Vietnam | F H I W | Kon | 226 | 05/02 | 08/05 | 12/07 | 12/08 | 55 | 571 | 183 | 430 | V | (11) | 0.75 | (3') | ogee | (12) | 300 | 900 | 70 126 | 175 141 | (F) | |
Se San 4 | Vietnam | H | Poko | 54 | 12/04 | 03/05 | - /08 | - /09 | 74 | 834 | 753 | 1300 | V | (1) | 0.80 | (1) | 0.80 | (1) | 300 | 300 | 80 | 160 | (N) | |
Binh Dien | Vietnam | H | Huu Trach | 424 | - /06 | - /07 | - /08 | - /09 | 55 | 571 | 189 | 423 | 300 | 300 | 70 | 105 | (F) | |||||||
Sông Côn 2 | Vietnam | H | Song Con | 30 | - /06 | - /07 | - /09 | - /10 | 58 | 260 | ||||||||||||||
Son La | Vietnam | F H | Song Da (Black river) | 9260 | 04/04 | 01/08 | 08/10 | 12/12 | 138 | 962 | 2677 | 4800 | V | (3') | 0.73 | (3')* | separate | 300 | 300 | 60 | 160 | (F) | ||
Ban Ve | Vietnam | H | Ca | 1500 | 08/04 | 02/07 | 10/10 | 12/11 | 136 | 480 | 1520 | 1750 | v 0.30 | (3') | 0.85 | (3')* | 0.80 | (12) | 300 | 300 | 80 | 120 | (N) | |
Dong Nai 3 | Vietnam | F H | Dong Nai | 1690 | 12/04 | 05/08 | 12/10 | 10/11 | 108 | 594 | 1138 | 1235 | V | (1) | 0.75 | (1)* | 0.75 | (1) | 300 | 300 | 75 | 0 | (-) - | |
Nuoc Trong | Vietnam | H I | Tra Kluc | 290 | 10/07 | 07/09 | 12/10 | 05/11 | 69 | 518 | 446 | 600 | V | (3') | 300 | 300 | 125 80 | 218 230 | (N) | |||||
Dong Nai 4 | Vietnam | H | Dong Nai | 337 | 12/04 | 03/09 | 06/11 | - /12 | 128 | 481 | 1305 | 1370 | V | (1) | 0.80 | (1) | 0.80 | (1) | 300 | 300 | 85 | 115 | (N) | |
Dak Mi 4 | Vietnam | H | Vu Gia | 313 | 04/07 | 01/08 | 08/11 | 04/12 | 90 | 472 | 720 | 800 | V | (3') | 0.48 0.80 | (3')* (3')* | 0.80 | (1) | 300 | 300 | 95 | 125 | (N) | |
Song Tranh 2 | Vietnam | H | Song Tranh | 733 | 03/05 | 04/08 | 08/11 | 12/12 | 96 | 640 | 1032 | 1315 | V | (3') | 0.80 | (1) | 0.75 | (1) | 300 | 300 | 70 | 110 | (N) | |
A Luoi | Vietnam | H | A Sap | 06/07 | 04/09 | - /11 | - /12 | 50 | 208 | 138 | ||||||||||||||
Dong Nai 2 | Vietnam | H | Dong Nai | 281 | 04/09 | 12/10 | 05/12 | 03/13 | 80 | 429 | 786 | 1025 | 300 | 300 | 80 90 | 120 110 | (N) | |||||||
Ban Chat | Vietnam | H | Nam Mu | 2138 | 01/06 | 08/09 | 08/12 | 12/13 | 130 | 425 | 1600 | 2 | V | (3') | 0.80 | (3')* | separate | 300 | 300 | 60 | 160 | (F) | ||
Dak Drinh | Vietnam | H | Dak Drinh | 249 | 01/09 | 09/11 | 12/12 | 12/13 | 100 | 466 | 788 | (3') | (3')* | (12) | 300 | 300 | 80 | 115 | (N) | |||||
Huong Dien | Vietnam | H | Bo | 821 | - /10 | - /11 | - /12 | - /13 | 83 | 260 | 400 | 90 | 100 | (N) | ||||||||||
Song Bung 4 | Vietnam | H | Vu Gia | 511 | - /10 | 06/12 | 04/14 | 10/14 | 114 | 345 | 852 | 963 | V 0.40 | 0.80 | 300 | 300 | 80 60 | 120 140 | (N) & (F) | |||||
Lai Chau | Vietnam | H | Song Da (Black River) | 1215 | 06/10 | 03/13 | 05/15 | 07/17 | 131 | 620 | 1884 | 2500 | V | (3') | 0.75 | (3')* | 0.75 | (12) | 300 | 300 | 60 | 160 | (F) | |
Trung Son | Vietnam | F H | Ma | 349 | 11/12 | 04/14 | 08/16 | 02/17 | 88 | 498 | 770 | 1140 | V 0.35 | (3') (3')* | 0.65 | (3')* | 0.65 | (12) | 300 | 300 | 60 70 | 140 150 | (N) | |
Dong Nai 5 | Vietnam | H | Dong Nai | - /10 | - /12 | - /16 | - /18 | 72 | 471 | |||||||||||||||
Tan My | Vietnam | H I W | Cai | 219 | - /16 | - /18 | - /20 | - /21 | 67 | 1130 | ||||||||||||||
Song Giang 1 (formerly La Trong) | Vietnam | H I | Song Gianh | - /16 | - /19 | - /21 | - /22 | 76 | ||||||||||||||||
Nam Mo | Vietnam | H | Nam Mo | 272 | - /18 | - /20 | - /22 | - /23 | 96 | 407 | ||||||||||||||
My Ly | Vietnam | H | Cai | 392 | - /19 | - /20 | - /24 | - /25 | 118 | 271 |
← 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: Vietnam
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Po Ko
Reservoir capacity: 1048 m3x106
Construction Dates
Start of Project: 11/05
Start of RCC: 11/05
End of RCC: 12/06
End of Project: -/07
Specifications
Height: 65 metres
Length: 495 metres
Volume of RCC: 326 m3x103
Total volume: 450 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.80 | Traditional concrete against formwork |
Spillway
Slope | Type |
---|---|
0.80 | Traditional concrete against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
80 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
210 | Natural pozzolan (ASTM Class N) |
Details
Country: Vietnam
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Vugia Thubon
Reservoir capacity: 340 m3x106
Construction Dates
Start of Project: 08/03
Start of RCC: 08/03
End of RCC: 10/07
End of Project: 11/08
Specifications
Height: 83 metres
Length: 240 metres
Volume of RCC: 260 m3x103
Total volume: 350 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.80 | Traditional concrete against formwork |
Spillway
Slope | Type |
---|---|
1.00 | Traditional concrete against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
90 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
150 | Natural pozzolan (ASTM Class N) |
Details
Country: Vietnam
Owner: -
Type: Gravity
Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply
River: Kon
Reservoir capacity: 226 m3x106
Construction Dates
Start of Project: 05/02
Start of RCC: 05/02
End of RCC: 12/07
End of Project: 12/08
Specifications
Height: 55 metres
Length: 571 metres
Volume of RCC: 183 m3x103
Total volume: 430 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Reinforced conventional concrete cast before RCC placement |
Downstream
Slope | Type |
---|---|
0.75 | RCC against formwork (GEVR/GE-RCC) |
Spillway
Slope | Type |
---|---|
ogee | Reinforced conventional concrete cast after RCC placement |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 900 |
Cementitious material
Cement (kg/m3) |
---|
70 |
126 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
175 | Low-lime flyash (ASTM Class F) |
141 |
Details
Country: Vietnam
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Poko
Reservoir capacity: 54 m3x106
Construction Dates
Start of Project: 12/04
Start of RCC: 12/04
End of RCC: -/08
End of Project: -/09
Specifications
Height: 74 metres
Length: 834 metres
Volume of RCC: 753 m3x103
Total volume: 1300 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.80 | Traditional concrete against formwork |
Spillway
Slope | Type |
---|---|
0.80 | Traditional concrete against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
80 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
160 | Natural pozzolan (ASTM Class N) |
Details
Country: Vietnam
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Huu Trach
Reservoir capacity: 424 m3x106
Construction Dates
Start of Project: -/06
Start of RCC: -/06
End of RCC: -/08
End of Project: -/09
Specifications
Height: 55 metres
Length: 571 metres
Volume of RCC: 189 m3x103
Total volume: 423 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
70 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
105 | Low-lime flyash (ASTM Class F) |
Details
Country: Vietnam
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Song Con
Reservoir capacity: 30 m3x106
Construction Dates
Start of Project: -/06
Start of RCC: -/06
End of RCC: -/09
End of Project: -/10
Specifications
Height: 58 metres
Length: 260 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: Vietnam
Owner: -
Type: Gravity
Purpose(s): Flood Control / Hydropower
River: Song Da (Black river)
Reservoir capacity: 9260 m3x106
Construction Dates
Start of Project: 04/04
Start of RCC: 04/04
End of RCC: 08/10
End of Project: 12/12
Specifications
Height: 138 metres
Length: 962 metres
Volume of RCC: 2677 m3x103
Total volume: 4800 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | RCC against formwork (GEVR/GE-RCC) |
Downstream
Slope | Type |
---|---|
0.73 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
Slope | Type |
---|---|
separate |
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: Vietnam
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Ca
Reservoir capacity: 1500 m3x106
Construction Dates
Start of Project: 08/04
Start of RCC: 08/04
End of RCC: 10/10
End of Project: 12/11
Specifications
Height: 136 metres
Length: 480 metres
Volume of RCC: 1520 m3x103
Total volume: 1750 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
v | RCC against formwork (GEVR/GE-RCC) |
0.30 |
Downstream
Slope | Type |
---|---|
0.85 | RCC against formwork (GEVR/GE-RCC) [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) |
---|
80 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
120 | Natural pozzolan (ASTM Class N) |
Details
Country: Vietnam
Owner: -
Type: Gravity
Purpose(s): Flood Control / Hydropower
River: Dong Nai
Reservoir capacity: 1690 m3x106
Construction Dates
Start of Project: 12/04
Start of RCC: 12/04
End of RCC: 12/10
End of Project: 10/11
Specifications
Height: 108 metres
Length: 594 metres
Volume of RCC: 1138 m3x103
Total volume: 1235 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.75 | Traditional concrete against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
0.75 | Traditional concrete against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
75 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
0 | No pozzolan used - |
Details
Country: Vietnam
Owner: -
Type: Gravity
Purpose(s): Hydropower / Irrigation
River: Tra Kluc
Reservoir capacity: 290 m3x106
Construction Dates
Start of Project: 10/07
Start of RCC: 10/07
End of RCC: 12/10
End of Project: 05/11
Specifications
Height: 69 metres
Length: 518 metres
Volume of RCC: 446 m3x103
Total volume: 600 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | RCC against formwork (GEVR/GE-RCC) |
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
125 |
80 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
218 | Natural pozzolan (ASTM Class N) |
230 |
Details
Country: Vietnam
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Dong Nai
Reservoir capacity: 337 m3x106
Construction Dates
Start of Project: 12/04
Start of RCC: 12/04
End of RCC: 06/11
End of Project: -/12
Specifications
Height: 128 metres
Length: 481 metres
Volume of RCC: 1305 m3x103
Total volume: 1370 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.80 | Traditional concrete against formwork |
Spillway
Slope | Type |
---|---|
0.80 | Traditional concrete against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
85 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
115 | Natural pozzolan (ASTM Class N) |
Details
Country: Vietnam
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Vu Gia
Reservoir capacity: 313 m3x106
Construction Dates
Start of Project: 04/07
Start of RCC: 04/07
End of RCC: 08/11
End of Project: 04/12
Specifications
Height: 90 metres
Length: 472 metres
Volume of RCC: 720 m3x103
Total volume: 800 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | RCC against formwork (GEVR/GE-RCC) |
Downstream
Slope | Type |
---|---|
0.48 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
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) |
---|
95 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
125 | Natural pozzolan (ASTM Class N) |
Details
Country: Vietnam
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Song Tranh
Reservoir capacity: 733 m3x106
Construction Dates
Start of Project: 03/05
Start of RCC: 03/05
End of RCC: 08/11
End of Project: 12/12
Specifications
Height: 96 metres
Length: 640 metres
Volume of RCC: 1032 m3x103
Total volume: 1315 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | RCC against formwork (GEVR/GE-RCC) |
Downstream
Slope | Type |
---|---|
0.80 | Traditional concrete against formwork |
Spillway
Slope | Type |
---|---|
0.75 | Traditional concrete against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
70 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
110 | Natural pozzolan (ASTM Class N) |
Details
Country: Vietnam
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: A Sap
Reservoir capacity: -
Construction Dates
Start of Project: 06/07
Start of RCC: 06/07
End of RCC: -/11
End of Project: -/12
Specifications
Height: 50 metres
Length: 208 metres
Volume of RCC: 138 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: Vietnam
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Dong Nai
Reservoir capacity: 281 m3x106
Construction Dates
Start of Project: 04/09
Start of RCC: 04/09
End of RCC: 05/12
End of Project: 03/13
Specifications
Height: 80 metres
Length: 429 metres
Volume of RCC: 786 m3x103
Total volume: 1025 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
80 |
90 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
120 | Natural pozzolan (ASTM Class N) |
110 |
Details
Country: Vietnam
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Nam Mu
Reservoir capacity: 2138 m3x106
Construction Dates
Start of Project: 01/06
Start of RCC: 01/06
End of RCC: 08/12
End of Project: 12/13
Specifications
Height: 130 metres
Length: 425 metres
Volume of RCC: 1600 m3x103
Total volume: 2 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | RCC against formwork (GEVR/GE-RCC) |
Downstream
Slope | Type |
---|---|
0.80 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
Slope | Type |
---|---|
separate |
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: Vietnam
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Dak Drinh
Reservoir capacity: 249 m3x106
Construction Dates
Start of Project: 01/09
Start of RCC: 01/09
End of RCC: 12/12
End of Project: 12/13
Specifications
Height: 100 metres
Length: 466 metres
Volume of RCC: 788 m3x103
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
RCC against formwork (GEVR/GE-RCC) |
Downstream
Slope | Type |
---|---|
RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
Slope | Type |
---|---|
Reinforced conventional concrete cast after RCC placement |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
80 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
115 | Natural pozzolan (ASTM Class N) |
Details
Country: Vietnam
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Bo
Reservoir capacity: 821 m3x106
Construction Dates
Start of Project: -/10
Start of RCC: -/10
End of RCC: -/12
End of Project: -/13
Specifications
Height: 83 metres
Length: -
Volume of RCC: 260 m3x103
Total volume: 400 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
90 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
100 | Natural pozzolan (ASTM Class N) |
Details
Country: Vietnam
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Vu Gia
Reservoir capacity: 511 m3x106
Construction Dates
Start of Project: -/10
Start of RCC: -/10
End of RCC: 04/14
End of Project: 10/14
Specifications
Height: 114 metres
Length: 345 metres
Volume of RCC: 852 m3x103
Total volume: 963 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | |
0.40 |
Downstream
Slope | Type |
---|---|
0.80 |
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
80 |
60 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
120 | Natural pozzolan (ASTM Class N) & |
140 | Low-lime flyash (ASTM Class F) |
Details
Country: Vietnam
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Song Da (Black River)
Reservoir capacity: 1215 m3x106
Construction Dates
Start of Project: 06/10
Start of RCC: 06/10
End of RCC: 05/15
End of Project: 07/17
Specifications
Height: 131 metres
Length: 620 metres
Volume of RCC: 1884 m3x103
Total volume: 2500 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) [stepped face] |
Spillway
Slope | Type |
---|---|
0.75 | Reinforced conventional concrete cast after RCC placement |
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: Vietnam
Owner: -
Type: Gravity
Purpose(s): Flood Control / Hydropower
River: Ma
Reservoir capacity: 349 m3x106
Construction Dates
Start of Project: 11/12
Start of RCC: 11/12
End of RCC: 08/16
End of Project: 02/17
Specifications
Height: 88 metres
Length: 498 metres
Volume of RCC: 770 m3x103
Total volume: 1140 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | RCC against formwork (GEVR/GE-RCC) |
0.35 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Downstream
Slope | Type |
---|---|
0.65 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
Slope | Type |
---|---|
0.65 | Reinforced conventional concrete cast after RCC placement |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
60 |
70 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
140 | Natural pozzolan (ASTM Class N) |
150 |
Details
Country: Vietnam
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Dong Nai
Reservoir capacity: -
Construction Dates
Start of Project: -/10
Start of RCC: -/10
End of RCC: -/16
End of Project: -/18
Specifications
Height: 72 metres
Length: 471 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: Vietnam
Owner: -
Type: Gravity
Purpose(s): Hydropower / Irrigation / Water Supply
River: Cai
Reservoir capacity: 219 m3x106
Construction Dates
Start of Project: -/16
Start of RCC: -/16
End of RCC: -/20
End of Project: -/21
Specifications
Height: 67 metres
Length: -
Volume of RCC: -
Total volume: 1130 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: Vietnam
Owner: -
Type: Gravity
Purpose(s): Hydropower / Irrigation
River: Song Gianh
Reservoir capacity: -
Construction Dates
Start of Project: -/16
Start of RCC: -/16
End of RCC: -/21
End of Project: -/22
Specifications
Height: 76 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: Vietnam
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Nam Mo
Reservoir capacity: 272 m3x106
Construction Dates
Start of Project: -/18
Start of RCC: -/18
End of RCC: -/22
End of Project: -/23
Specifications
Height: 96 metres
Length: 407 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: Vietnam
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Cai
Reservoir capacity: 392 m3x106
Construction Dates
Start of Project: -/19
Start of RCC: -/19
End of RCC: -/24
End of Project: -/25
Specifications
Height: 118 metres
Length: 271 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 |
---|---|
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