Dam Search Results

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Reservoir Capacity: 10 m³x10⁶

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)
Shangban	China		H	Wenchuanxi	10	- /87	- /88	- /89	- /89	47	122		74
Caraibas - CEMIG	Brazil	CEMIG (Companhia Energetica de Minas Gerais)	F I	Caraibas	10	04/90	07/90	09/90	02/91	26	160	18	22	0.10	(1)	0.80	(3)*	0.80	(1)*	300	300	70	20	(N)
New Victoria	Australia	Water Authority of Western Australia	W	Munday Brook	10	08/90	03/91	08/91	11/91	52	285	121	135	V	(14)	0.325 0.80	(14)* (14)*	0.325 0.80	(14)* (14)*	300	300	79	160	(F)
Elmer Thomas - replacement	USA	US Fish and Wildlife Service, Department of the Interior	R	Little Medicine Creek	10	02/92	01/93	02/93	05/93	34	128	29	34	V	(1)	0.64	(1)	none		300	300	89	89	(F)
Mantaicheng	China	Wangqing County Water Conservancy Bureau	H I	Gayahe	10	08/92	01/93	12/96	08/97	37	337	78	100	V	(1)	0.75	(10)	ogee 0.70	(1) (1)	300	1000	60	120	(F)
Kubusugawa	Japan	Toyama Prefecture	F H I W	Kubusu	10	03/93	04/98	- /99	10/02	95	253	364	469	V 0.40	(1) (1)	0.78	(1)	0.78	(1)	250	750	84	36	(F)
Shinmiyagawa	Japan	Ministry of Agriculture	I	Miya	10	03/94	07/97	08/00	03/03	69	325	393	480	V	(1)	0.83	(1)	0.83	(1)	250	750	91	39	(F)
La Cañada	Bolivia	Prefectura del Departamento de Santa Cruz	I	Comarapa	10	08/00	08/01	02/02	06/02	52	154	72	77	V	(3')	0.22 0.75	(3') (3')*	0.75	(3')*	305	305	140	100	(N)
Caju	Brazil	Energisa Geracao Rio Grande S/A	H	Rio Grande	10	- /09	- /09	- /10	03/11	38	220	66	82
Água Limpa	Brazil	Água Limpa Energia S/A	H	Palmeiras	10	- /11	- /11	- /12	- /12	79	674	42
Manduriacu	Ecuador	CELEC (Corporatión Eléctrica del Ecuador)	H	Mauduriacu	10	12/11	- /13	- /14	03/15	61	245	114		0.25		0.75		0.75						(N)
Sidi Abdellah [H-F]	Morocco	Direction des Aménagements Hydrauliques	F I W	Ouaar	10	04/10	- /13	- /16	- /17	69	370	580	610	0.50	(1)	0.70	(1)*	0.70	(1)*	300	300	80 100	0 0	(-) -
Karareis	Turkey	DSI - State Hydraulic Works	H I W	Camibogazi	10	- /14	- /16	- /18	- /19	45	298	142	173	0.05	(3)	0.80	(3)	0.80	(12)	300
Karaburun Karareis	Turkey	DSI - State Hydraulic Works	W		10	- /14	- /15	- /15	- /16	50		170

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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.

Shangban

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Wenchuanxi

Reservoir capacity: 10 m³x10⁶

Construction Dates

Start of Project: -/87

Start of RCC: -/87

End of RCC: -/89

End of Project: -/89

Specifications

Height: 47 metres

Length: 122 metres

Volume of RCC: -

Total volume: 74 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

Caraibas - CEMIG

Full Dam Information

Details

Country: Brazil

Owner: CEMIG (Companhia Energetica de Minas Gerais)

Type: Gravity

Purpose(s): Flood Control / Irrigation

River: Caraibas

Reservoir capacity: 10 m³x10⁶

Construction Dates

Start of Project: 04/90

Start of RCC: 04/90

End of RCC: 09/90

End of Project: 02/91

Specifications

Height: 26 metres

Length: 160 metres

Volume of RCC: 18 m³x10³

Total volume: 22 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.10	Traditional concrete against formwork

Downstream

Slope	Type
0.80	RCC 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
20	Natural pozzolan (ASTM Class N)

New Victoria

Full Dam Information

Details

Country: Australia

Owner: Water Authority of Western Australia

Type: Gravity

Purpose(s): Water Supply

River: Munday Brook

Reservoir capacity: 10 m³x10⁶

Construction Dates

Start of Project: 08/90

Start of RCC: 08/90

End of RCC: 08/91

End of Project: 11/91

Specifications

Height: 52 metres

Length: 285 metres

Volume of RCC: 121 m³x10³

Total volume: 135 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Slip-formed/extruded facing elements

Downstream

Slope	Type
0.325	Slip-formed/extruded facing elements [stepped face]
0.80	Slip-formed/extruded facing elements [stepped face]

Spillway

Slope	Type
0.325	Slip-formed/extruded facing elements [stepped face]
0.80	Slip-formed/extruded facing elements [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
79

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

Elmer Thomas - replacement

Full Dam Information

Details

Country: USA

Owner: US Fish and Wildlife Service, Department of the Interior

Type: Gravity

Purpose(s): Recreation

River: Little Medicine Creek

Reservoir capacity: 10 m³x10⁶

Construction Dates

Start of Project: 02/92

Start of RCC: 02/92

End of RCC: 02/93

End of Project: 05/93

Specifications

Height: 34 metres

Length: 128 metres

Volume of RCC: 29 m³x10³

Total volume: 34 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.64	Traditional concrete against formwork

Spillway

Slope	Type
none

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
89

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

Mantaicheng

Full Dam Information

Details

Country: China

Owner: Wangqing County Water Conservancy Bureau

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Gayahe

Reservoir capacity: 10 m³x10⁶

Construction Dates

Start of Project: 08/92

Start of RCC: 08/92

End of RCC: 12/96

End of Project: 08/97

Specifications

Height: 37 metres

Length: 337 metres

Volume of RCC: 78 m³x10³

Total volume: 100 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.75	RCC against precast concrete blocks

Spillway

Slope	Type
ogee	Traditional concrete against formwork
0.70	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	1000

Cementitious material

Cement (kg/m³)
60

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

Kubusugawa

Full Dam Information

Details

Country: Japan

Owner: Toyama Prefecture

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Kubusu

Reservoir capacity: 10 m³x10⁶

Construction Dates

Start of Project: 03/93

Start of RCC: 03/93

End of RCC: -/99

End of Project: 10/02

Specifications

Height: 95 metres

Length: 253 metres

Volume of RCC: 364 m³x10³

Total volume: 469 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork
0.40	Traditional concrete against formwork

Downstream

Slope	Type
0.78	Traditional concrete against formwork

Spillway

Slope	Type
0.78	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	750

Cementitious material

Cement (kg/m³)
84

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

Shinmiyagawa

Full Dam Information

Details

Country: Japan

Owner: Ministry of Agriculture

Type: Gravity

Purpose(s): Irrigation

River: Miya

Reservoir capacity: 10 m³x10⁶

Construction Dates

Start of Project: 03/94

Start of RCC: 03/94

End of RCC: 08/00

End of Project: 03/03

Specifications

Height: 69 metres

Length: 325 metres

Volume of RCC: 393 m³x10³

Total volume: 480 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.83	Traditional concrete against formwork

Spillway

Slope	Type
0.83	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	750

Cementitious material

Cement (kg/m³)
91

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

La Cañada

Full Dam Information

Details

Country: Bolivia

Owner: Prefectura del Departamento de Santa Cruz

Type: Gravity

Purpose(s): Irrigation

River: Comarapa

Reservoir capacity: 10 m³x10⁶

Construction Dates

Start of Project: 08/00

Start of RCC: 08/00

End of RCC: 02/02

End of Project: 06/02

Specifications

Height: 52 metres

Length: 154 metres

Volume of RCC: 72 m³x10³

Total volume: 77 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
0.22	RCC against formwork (GEVR/GE-RCC)
0.75	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type
0.75	RCC against formwork (GEVR/GE-RCC) [stepped face]

Placement

Layers (mm)	Lifts (mm)
305	305

Cementitious material

Cement (kg/m³)
140

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

Caju

Full Dam Information

Details

Country: Brazil

Owner: Energisa Geracao Rio Grande S/A

Type: Gravity

Purpose(s): Hydropower

River: Rio Grande

Reservoir capacity: 10 m³x10⁶

Construction Dates

Start of Project: -/09

Start of RCC: -/09

End of RCC: -/10

End of Project: 03/11

Specifications

Height: 38 metres

Length: 220 metres

Volume of RCC: 66 m³x10³

Total volume: 82 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

Água Limpa

Full Dam Information

Details

Country: Brazil

Owner: Água Limpa Energia S/A

Type: Gravity

Purpose(s): Hydropower

River: Palmeiras

Reservoir capacity: 10 m³x10⁶

Construction Dates

Start of Project: -/11

Start of RCC: -/11

End of RCC: -/12

End of Project: -/12

Specifications

Height: 79 metres

Length: 674 metres

Volume of RCC: 42 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

Manduriacu

Full Dam Information

Details

Country: Ecuador

Owner: CELEC (Corporatión Eléctrica del Ecuador)

Type: Gravity

Purpose(s): Hydropower

River: Mauduriacu

Reservoir capacity: 10 m³x10⁶

Construction Dates

Start of Project: 12/11

Start of RCC: 12/11

End of RCC: -/14

End of Project: 03/15

Specifications

Height: 61 metres

Length: 245 metres

Volume of RCC: 114 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
0.25

Downstream

Slope	Type
0.75

Spillway

Slope	Type
0.75

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

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

Sidi Abdellah

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Hardfill

Purpose(s): Flood Control / Irrigation / Water Supply

River: Ouaar

Reservoir capacity: 10 m³x10⁶

Construction Dates

Start of Project: 04/10

Start of RCC: 04/10

End of RCC: -/16

End of Project: -/17

Specifications

Height: 69 metres

Length: 370 metres

Volume of RCC: 580 m³x10³

Total volume: 610 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.50	Traditional concrete against formwork

Downstream

Slope	Type
0.70	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.70	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
80
100

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

Karareis

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Hydropower / Irrigation / Water Supply

River: Camibogazi

Reservoir capacity: 10 m³x10⁶

Construction Dates

Start of Project: -/14

Start of RCC: -/14

End of RCC: -/18

End of Project: -/19

Specifications

Height: 45 metres

Length: 298 metres

Volume of RCC: 142 m³x10³

Total volume: 173 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.05	RCC against formwork

Downstream

Slope	Type
0.80	RCC against formwork

Spillway

Slope	Type
0.80	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Karaburun Karareis

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Water Supply

River: -

Reservoir capacity: 10 m³x10⁶

Construction Dates

Start of Project: -/14

Start of RCC: -/14

End of RCC: -/15

End of Project: -/16

Specifications

Height: 50 metres

Length: -

Volume of RCC: 170 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

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