Dam Search Results

There are 14 dams matching your search
Click to show/hide your search criteria

Reservoir Capacity: 4 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.

← Scroll the table horizontally to view its entire width →

Name	Country	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	I	Zaoshui	4	- /69	- /70	- /71	- /72	32	85
Liangsanping [A]	China	H	Leishui	4	- /79	- /80	- /81	- /82	35	33	3	3
De Mist Kraal	South Africa	I W	Little Fish	4	09/84	05/86	08/86	10/87	30	300	35	65	V	(1)	0.60	(1)*	0.60	(1)*	250	250	58	58	(F)
Les Olivettes	France	F	La Peyne	4	08/86	12/86	10/87	03/88	36	255	80	85	V	(1)	0.75	(16)	0.75	(1)*	300	300		130	(R)
Christian E. Siegrist	USA	W	Mill	4	09/91	04/92	07/92	- /93	40	213	69	70	V	(6)	0.80	(17)	0.80	(1)	300	300	59	34	(F)
Cadiangullong	Australia	W	Cadiangullong Creek	4	11/96	05/97	12/97	03/98	43	356	114	123	V	(3')	0.75	(1)* (3')*	0.75	(1)*	300	300	90	90	(F)
Gov. José Richa (formerly Salto Caxias)	Brazil	H	Iguaçu	4	02/95	01/96	07/98	12/98	67	1083	912	1438	V	(13)	0.75	(1)*	0.75	(12)	300	300	80	20	(F)
Pinalito	Dominican Republic	H	Tireo	4	09/04	11/05	03/07	- /08	52	210	73	100	V	(1)	0.80	(1)*	0.80	(12)	300	300	98	8	(N)
Lur Berria	France	F	Nivelle	4	- /06	- /07	- /07	- /08	22	168		190
Engenheiro Ernesto Jorge Dreher	Brazil	H	Ivaí	4	- /07	- /08	- /08	04/09	23	220	29	35									68	17	(N)
Autódromo	Brazil	H	Carreiro	4	- /10	- /10	- /11	- /11	23	200	21	47									67	17	(N)
Dry Comal Creek	USA	F	Dry Comal Creek	4	10/11	03/12	08/12	12/12	26	457	62	67	V	()	0.80	()*	0.80	()	300	300	60	100	(C)
Ibn Hammad	Jordan	G W	Ibn Hammad	4	- /15	12/16	07/17	- /22	56	160	160	160	0.30	(1)	0.70	(1)*	0.70	(1)*	300	300	90 100	0 0	(-) -
Haciömer	Turkey	I	Say	4	- /18	- /20	- /22	- /23	50	173	94		V	(1)	0.80	(1)

← 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.

Nangankou

Full Dam Information

Details

Country: China

Owner: -

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

Liangsanping

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): Hydropower

River: Leishui

Reservoir capacity: 4 m³x10⁶

Construction Dates

Start of Project: -/79

Start of RCC: -/79

End of RCC: -/81

End of Project: -/82

Specifications

Height: 35 metres

Length: 33 metres

Volume of RCC: 3 m³x10³

Total volume: 3 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

De Mist Kraal

Full Dam Information

Details

Country: South Africa

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Little Fish

Reservoir capacity: 4 m³x10⁶

Construction Dates

Start of Project: 09/84

Start of RCC: 09/84

End of RCC: 08/86

End of Project: 10/87

Specifications

Height: 30 metres

Length: 300 metres

Volume of RCC: 35 m³x10³

Total volume: 65 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.60	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.60	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
250	250

Cementitious material

Cement (kg/m³)
58

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

Les Olivettes

Full Dam Information

Details

Country: France

Owner: -

Type: Gravity

Purpose(s): Flood Control

River: La Peyne

Reservoir capacity: 4 m³x10⁶

Construction Dates

Start of Project: 08/86

Start of RCC: 08/86

End of RCC: 10/87

End of Project: 03/88

Specifications

Height: 36 metres

Length: 255 metres

Volume of RCC: 80 m³x10³

Total volume: 85 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.75	Mechanically compacted unformed face of RCC

Spillway

Slope	Type
0.75	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type
130	ROLAC (mixture of flyash and slag with or without limestone fines)

Christian E. Siegrist

Full Dam Information

Details

Country: USA

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Mill

Reservoir capacity: 4 m³x10⁶

Construction Dates

Start of Project: 09/91

Start of RCC: 09/91

End of RCC: 07/92

End of Project: -/93

Specifications

Height: 40 metres

Length: 213 metres

Volume of RCC: 69 m³x10³

Total volume: 70 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against precast concrete panels with geomembrane

Downstream

Slope	Type
0.80	Unformed face of RCC

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
59

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

Cadiangullong

Full Dam Information

Details

Country: Australia

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Cadiangullong Creek

Reservoir capacity: 4 m³x10⁶

Construction Dates

Start of Project: 11/96

Start of RCC: 11/96

End of RCC: 12/97

End of Project: 03/98

Specifications

Height: 43 metres

Length: 356 metres

Volume of RCC: 114 m³x10³

Total volume: 123 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

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

Spillway

Slope	Type
0.75	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
90

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

Gov. José Richa (formerly Salto Caxias)

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Iguaçu

Reservoir capacity: 4 m³x10⁶

Construction Dates

Start of Project: 02/95

Start of RCC: 02/95

End of RCC: 07/98

End of Project: 12/98

Specifications

Height: 67 metres

Length: 1083 metres

Volume of RCC: 912 m³x10³

Total volume: 1438 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.75	Traditional concrete against formwork [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)
80

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

Gov. José Richa (formerly Salto Caxias) completed

Pinalito

Full Dam Information

Details

Country: Dominican Republic

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Tireo

Reservoir capacity: 4 m³x10⁶

Construction Dates

Start of Project: 09/04

Start of RCC: 09/04

End of RCC: 03/07

End of Project: -/08

Specifications

Height: 52 metres

Length: 210 metres

Volume of RCC: 73 m³x10³

Total volume: 100 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	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
98

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

Lur Berria

Full Dam Information

Details

Country: France

Owner: -

Type: Gravity

Purpose(s): Flood Control

River: Nivelle

Reservoir capacity: 4 m³x10⁶

Construction Dates

Start of Project: -/06

Start of RCC: -/06

End of RCC: -/07

End of Project: -/08

Specifications

Height: 22 metres

Length: 168 metres

Volume of RCC: -

Total volume: 190 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

Engenheiro Ernesto Jorge Dreher

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Ivaí

Reservoir capacity: 4 m³x10⁶

Construction Dates

Start of Project: -/07

Start of RCC: -/07

End of RCC: -/08

End of Project: 04/09

Specifications

Height: 23 metres

Length: 220 metres

Volume of RCC: 29 m³x10³

Total volume: 35 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)
68

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

Engenheiro Ernesto Jorge Dreher completed

Autódromo

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Carreiro

Reservoir capacity: 4 m³x10⁶

Construction Dates

Start of Project: -/10

Start of RCC: -/10

End of RCC: -/11

End of Project: -/11

Specifications

Height: 23 metres

Length: 200 metres

Volume of RCC: 21 m³x10³

Total volume: 47 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)
67

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

Dry Comal Creek

Full Dam Information

Details

Country: USA

Owner: -

Type: Gravity

Purpose(s): Flood Control

River: Dry Comal Creek

Reservoir capacity: 4 m³x10⁶

Construction Dates

Start of Project: 10/11

Start of RCC: 10/11

End of RCC: 08/12

End of Project: 12/12

Specifications

Height: 26 metres

Length: 457 metres

Volume of RCC: 62 m³x10³

Total volume: 67 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical

Downstream

Slope	Type
0.80	[stepped face]

Spillway

Slope	Type
0.80

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
60

Pozzolan (kg/m³)	Pozzolan Type
100	High-lime flyash (ASTM Class C)

Ibn Hammad

Full Dam Information

Details

Country: Jordan

Owner: -

Type: Gravity

Purpose(s): Groundwater Recharge / Water Supply

River: Ibn Hammad

Reservoir capacity: 4 m³x10⁶

Construction Dates

Start of Project: -/15

Start of RCC: -/15

End of RCC: 07/17

End of Project: -/22

Specifications

Height: 56 metres

Length: 160 metres

Volume of RCC: 160 m³x10³

Total volume: 160 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.30	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)
90
100

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

Haciömer

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: Say

Reservoir capacity: 4 m³x10⁶

Construction Dates

Start of Project: -/18

Start of RCC: -/18

End of RCC: -/22

End of Project: -/23

Specifications

Height: 50 metres

Length: 173 metres

Volume of RCC: 94 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Search again

Please note: only dams with known co-ordinates will appear on this map.

Your search returned no dams with known co-ordinates