Dam Search Results

There are 18 dams matching your search
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Dimensions: Height: 32 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)
Nangankou	China	Dongqiao County	I	Zaoshui	4	- /69	- /70	- /71	- /72	32	85
Los Canchales	Spain	Confederación Hidrográfica del Guadiana	F W	Lácara	15	05/88	07/88	11/88	01/89	32	240	25	54	V	(3)	0.50 0.80	(3)* (3)*	0.50	(1)*	250	250	84 70	156 145	(F)
Glen Melville	South Africa	Department of Water & Sanitation	W	Ecca	7	02/88	04/89	12/90	04/91	32	380	66	114	V	(1)	V 0.75	(1) (1)*	0.75	(1)*	330	330	65	65	(F)
Lower Molonglo Bypass Storage	Australia	ACT Electricity and Water	P	Unnamed creek	1	02/94	06/94	08/94	11/94	32	120	22	27	V	(1)	0.80	(1)*	0.80	(1)*	300	300	96	64	(F)
Cova da Mandioca	Brazil	CODEVASF (Companhia de Desenvolvimento dos Vales do Sao Francisco do Parnaiba	I	Cova da Mandioca	126	01/93	09/93	12/94	12/94	32	360	75	79	V	(1)	0.75	(3)*	0.75	(1)*	400	400	64	16	(-) -
Ano Mera [H-F]	Greece	Ministry of Agriculture	I W	Ano Mera	1	04/93	03/95	- /95	- /97	32	170	49	64	0.50	(13)	0.50	(10)	0.50	(1)	200 - 300	200 - 300	55	15	(N)
Rio do Peixe	Brazil	CPEE (Companhia Paulista de Energia Elétrica)	H	Do Peixe	2	02/96	12/96	12/97	- /98	32	300	20	34	V	(1)	0.80	(1)*	0.80	(1)*	300	300	120 90	0 0	(-) -
Las Blancas	Mexico	CNA (Comisión Nacional del Agua)	I	Álomo & Soso	124	08/98	03/99	12/99	11/00	32	2795	221	316	V	(8)	V 0.75	(7) (3)	0.75	(1)	300	300	100	100	(F)
Ponto Novo	Brazil	CERB (Companhia de Engenharia Rural da Bahia)	W	Itapicuru-açu	39	05/98	07/98	12/99	02/00	32	266	90	105		(1)		(3)*		(1)	300	300	72	18	(N)
Steno [H-F]	Greece	Ministry of Agriculture	I W	Steno	1	02/00	07/01	10/02	06/03	32	170	69	70	0.70	(13)	0.70	(10)	0.70	(1)	200 - 300	200 - 300	55	5	(N)
Guaporé	Brazil	Tangará Energia S/A	H	Guaporé	18	- /00	- /01	- /02	- /03	32	152		43
Picada	Brazil	Votorantim S.A.	H		7	- /02	- /03	- /05	- /06	32
Mosquitão	Brazil	Concessionária Mosquitão S/A	H		19	- /04	- /05	- /06	- /07	32	236	57	76
Rodeio Bonito	Brazil	Velcan Energy Development Ltda.	H	Irani	9	- /06	- /07	- /08	01/10	32	223		59	V		0.85		0.85
Palanquinho	Brazil	Serrana Energética S/A	H	Lajeado Grande	6	- /07	- /08	- /09	01/10	32	137	89	103									72	18	(N)
Krayma	Morocco		W	Tiyoughza	3	- /09	- /10	- /11	- /12	32		45	53	0.20	(5)	0.80	(1)*	0.80	(1)*
Ivan Botelho I (Ponte)	Brazil	Centrais Hidrelétricas Grapon S/A	H	Pomba	17	- /10	- /11	- /12	- /13	32
Lithaios [H-F]	Greece	Trikala Prefecture	I	Lithaios		06/03	11/11	12/14	07/20	32	526	160	220	0.80	(13)	0.80	(3)	0.80	(1)*	300	300	50	10	(N)

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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.

Nangankou

Full Dam Information

Details

Country: China

Owner: Dongqiao County

Type: Gravity

Purpose(s): Irrigation

River: Zaoshui

Reservoir capacity: 4 m³x10⁶

Construction Dates

Start of Project: -/69

Start of RCC: -/69

End of RCC: -/71

End of Project: -/72

Specifications

Height: 32 metres

Length: 85 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

Los Canchales

Full Dam Information

Details

Country: Spain

Owner: Confederación Hidrográfica del Guadiana

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Lácara

Reservoir capacity: 15 m³x10⁶

Construction Dates

Start of Project: 05/88

Start of RCC: 05/88

End of RCC: 11/88

End of Project: 01/89

Specifications

Height: 32 metres

Length: 240 metres

Volume of RCC: 25 m³x10³

Total volume: 54 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork

Downstream

Slope	Type
0.50	RCC against formwork [stepped face]
0.80	RCC against formwork [stepped face]

Spillway

Slope	Type
0.50	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
250	250

Cementitious material

Cement (kg/m³)
84
70

Pozzolan (kg/m³)	Pozzolan Type
156	Low-lime flyash (ASTM Class F)
145

Glen Melville

Full Dam Information

Details

Country: South Africa

Owner: Department of Water & Sanitation

Type: Gravity

Purpose(s): Water Supply

River: Ecca

Reservoir capacity: 7 m³x10⁶

Construction Dates

Start of Project: 02/88

Start of RCC: 02/88

End of RCC: 12/90

End of Project: 04/91

Specifications

Height: 32 metres

Length: 380 metres

Volume of RCC: 66 m³x10³

Total volume: 114 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
Vertical	Traditional concrete against formwork
0.75	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.75	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
330	330

Cementitious material

Cement (kg/m³)
65

Pozzolan (kg/m³)	Pozzolan Type
65	Low-lime flyash (ASTM Class F)

Lower Molonglo Bypass Storage

Full Dam Information

Details

Country: Australia

Owner: ACT Electricity and Water

Type: Gravity

Purpose(s): Pollution Control

River: Unnamed creek

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 02/94

Start of RCC: 02/94

End of RCC: 08/94

End of Project: 11/94

Specifications

Height: 32 metres

Length: 120 metres

Volume of RCC: 22 m³x10³

Total volume: 27 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

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)
96

Pozzolan (kg/m³)	Pozzolan Type
64	Low-lime flyash (ASTM Class F)

Cova da Mandioca

Full Dam Information

Details

Country: Brazil

Owner: CODEVASF (Companhia de Desenvolvimento dos Vales do Sao Francisco do Parnaiba

Type: Gravity

Purpose(s): Irrigation

River: Cova da Mandioca

Reservoir capacity: 126 m³x10⁶

Construction Dates

Start of Project: 01/93

Start of RCC: 01/93

End of RCC: 12/94

End of Project: 12/94

Specifications

Height: 32 metres

Length: 360 metres

Volume of RCC: 75 m³x10³

Total volume: 79 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.75	RCC against formwork [stepped face]

Spillway

Slope	Type
0.75	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
400	400

Cementitious material

Cement (kg/m³)
64

Pozzolan (kg/m³)	Pozzolan Type
16	No pozzolan used -

Ano Mera

Full Dam Information

Details

Country: Greece

Owner: Ministry of Agriculture

Type: Hardfill

Purpose(s): Irrigation / Water Supply

River: Ano Mera

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 04/93

Start of RCC: 04/93

End of RCC: -/95

End of Project: -/97

Specifications

Height: 32 metres

Length: 170 metres

Volume of RCC: 49 m³x10³

Total volume: 64 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.50	Reinforced concrete cast against precast units or slip-formed facing elements

Downstream

Slope	Type
0.50	RCC against precast concrete blocks

Spillway

Slope	Type
0.50	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
200 -	200 -
300	300

Cementitious material

Cement (kg/m³)
55

Pozzolan (kg/m³)	Pozzolan Type
15	Natural pozzolan (ASTM Class N)

Rio do Peixe

Full Dam Information

Details

Country: Brazil

Owner: CPEE (Companhia Paulista de Energia Elétrica)

Type: Gravity

Purpose(s): Hydropower

River: Do Peixe

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: 02/96

Start of RCC: 02/96

End of RCC: 12/97

End of Project: -/98

Specifications

Height: 32 metres

Length: 300 metres

Volume of RCC: 20 m³x10³

Total volume: 34 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

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)
120
90

Pozzolan (kg/m³)	Pozzolan Type
0	No pozzolan used -
0

Las Blancas

Full Dam Information

Details

Country: Mexico

Owner: CNA (Comisión Nacional del Agua)

Type: Gravity

Purpose(s): Irrigation

River: Álomo & Soso

Reservoir capacity: 124 m³x10⁶

Construction Dates

Start of Project: 08/98

Start of RCC: 08/98

End of RCC: 12/99

End of Project: 11/00

Specifications

Height: 32 metres

Length: 2795 metres

Volume of RCC: 221 m³x10³

Total volume: 316 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against precast concrete panels with geomembrane

Downstream

Slope	Type
Vertical	RCC against precast concrete panels
0.75	RCC against formwork

Spillway

Slope	Type
0.75	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
100

Pozzolan (kg/m³)	Pozzolan Type
100	Low-lime flyash (ASTM Class F)

Ponto Novo

Full Dam Information

Details

Country: Brazil

Owner: CERB (Companhia de Engenharia Rural da Bahia)

Type: Gravity

Purpose(s): Water Supply

River: Itapicuru-açu

Reservoir capacity: 39 m³x10⁶

Construction Dates

Start of Project: 05/98

Start of RCC: 05/98

End of RCC: 12/99

End of Project: 02/00

Specifications

Height: 32 metres

Length: 266 metres

Volume of RCC: 90 m³x10³

Total volume: 105 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
	Traditional concrete against formwork

Downstream

Slope	Type
	RCC against formwork [stepped face]

Spillway

Slope	Type
	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
72

Pozzolan (kg/m³)	Pozzolan Type
18	Natural pozzolan (ASTM Class N)

Steno

Full Dam Information

Details

Country: Greece

Owner: Ministry of Agriculture

Type: Hardfill

Purpose(s): Irrigation / Water Supply

River: Steno

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 02/00

Start of RCC: 02/00

End of RCC: 10/02

End of Project: 06/03

Specifications

Height: 32 metres

Length: 170 metres

Volume of RCC: 69 m³x10³

Total volume: 70 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.70	Reinforced concrete cast against precast units or slip-formed facing elements

Downstream

Slope	Type
0.70	RCC against precast concrete blocks

Spillway

Slope	Type
0.70	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
200 -	200 -
300	300

Cementitious material

Cement (kg/m³)
55

Pozzolan (kg/m³)	Pozzolan Type
5	Natural pozzolan (ASTM Class N)

Guaporé

Full Dam Information

Details

Country: Brazil

Owner: Tangará Energia S/A

Type: Gravity

Purpose(s): Hydropower

River: Guaporé

Reservoir capacity: 18 m³x10⁶

Construction Dates

Start of Project: -/00

Start of RCC: -/00

End of RCC: -/02

End of Project: -/03

Specifications

Height: 32 metres

Length: 152 metres

Volume of RCC: -

Total volume: 43 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

Picada

Full Dam Information

Details

Country: Brazil

Owner: Votorantim S.A.

Type: Gravity

Purpose(s): Hydropower

River: -

Reservoir capacity: 7 m³x10⁶

Construction Dates

Start of Project: -/02

Start of RCC: -/02

End of RCC: -/05

End of Project: -/06

Specifications

Height: 32 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

Mosquitão

Full Dam Information

Details

Country: Brazil

Owner: Concessionária Mosquitão S/A

Type: Gravity

Purpose(s): Hydropower

River: -

Reservoir capacity: 19 m³x10⁶

Construction Dates

Start of Project: -/04

Start of RCC: -/04

End of RCC: -/06

End of Project: -/07

Specifications

Height: 32 metres

Length: 236 metres

Volume of RCC: 57 m³x10³

Total volume: 76 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

Rodeio Bonito

Full Dam Information

Details

Country: Brazil

Owner: Velcan Energy Development Ltda.

Type: Gravity

Purpose(s): Hydropower

River: Irani

Reservoir capacity: 9 m³x10⁶

Construction Dates

Start of Project: -/06

Start of RCC: -/06

End of RCC: -/08

End of Project: 01/10

Specifications

Height: 32 metres

Length: 223 metres

Volume of RCC: -

Total volume: 59 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical

Downstream

Slope	Type
0.85

Spillway

Slope	Type
0.85

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Palanquinho

Full Dam Information

Details

Country: Brazil

Owner: Serrana Energética S/A

Type: Gravity

Purpose(s): Hydropower

River: Lajeado Grande

Reservoir capacity: 6 m³x10⁶

Construction Dates

Start of Project: -/07

Start of RCC: -/07

End of RCC: -/09

End of Project: 01/10

Specifications

Height: 32 metres

Length: 137 metres

Volume of RCC: 89 m³x10³

Total volume: 103 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)
72

Pozzolan (kg/m³)	Pozzolan Type
18	Natural pozzolan (ASTM Class N)

Krayma

Full Dam Information

Details

Country: Morocco

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Tiyoughza

Reservoir capacity: 3 m³x10⁶

Construction Dates

Start of Project: -/09

Start of RCC: -/09

End of RCC: -/11

End of Project: -/12

Specifications

Height: 32 metres

Length: -

Volume of RCC: 45 m³x10³

Total volume: 53 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.20	Traditional concrete against precast concrete panels

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)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Ivan Botelho I (Ponte)

Full Dam Information

Details

Country: Brazil

Owner: Centrais Hidrelétricas Grapon S/A

Type: Gravity

Purpose(s): Hydropower

River: Pomba

Reservoir capacity: 17 m³x10⁶

Construction Dates

Start of Project: -/10

Start of RCC: -/10

End of RCC: -/12

End of Project: -/13

Specifications

Height: 32 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

Lithaios

Full Dam Information

Details

Country: Greece

Owner: Trikala Prefecture

Type: Hardfill

Purpose(s): Irrigation

River: Lithaios

Reservoir capacity: -

Construction Dates

Start of Project: 06/03

Start of RCC: 06/03

End of RCC: 12/14

End of Project: 07/20

Specifications

Height: 32 metres

Length: 526 metres

Volume of RCC: 160 m³x10³

Total volume: 220 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.80	Reinforced concrete cast against precast units or slip-formed facing elements

Downstream

Slope	Type
0.80	RCC against formwork

Spillway

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
50

Pozzolan (kg/m³)	Pozzolan Type
10	Natural pozzolan (ASTM Class N)

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