Dam Search Results

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Volume: Volume of RCC: 20 m³x10³

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	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)
La Manzanilla	Mexico	F	Ibarrilla	1	11/86	01/87	05/87	07/87	36	150	20	30	V 0.15	(5) (5)	V 0.80	(5) (17)	0.80	(12)	300	300	135	135	(F)
Loyalty Road flood retarding basin	Australia	F	Darling Mills Creek		06/95	12/95	04/96	08/96	30	111	20	22	V	(7)	0.80	(7)	0.80	(7)	300	300	80	0	(S)
Rio do Peixe II	Brazil	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	(-) -
Ahl Lafouim	Morocco	W		3	- /09	- /10	- /11	- /12	15		20	24	0.20	(5)	0.80	(1)*	0.80	(1)*
Üniversite	Turkey	W	Çırçıp	1	- /15	- /16	- /17	- /17	36	110	20

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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.

La Manzanilla

Full Dam Information

Details

Country: Mexico

Owner: -

Type: Gravity

Purpose(s): Flood Control

River: Ibarrilla

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 11/86

Start of RCC: 11/86

End of RCC: 05/87

End of Project: 07/87

Specifications

Height: 36 metres

Length: 150 metres

Volume of RCC: 20 m³x10³

Total volume: 30 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against precast concrete panels
0.15	Traditional concrete against precast concrete panels

Downstream

Slope	Type
Vertical	Traditional concrete against precast concrete panels
0.80	Unformed face of RCC

Spillway

Slope	Type
0.80	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
135

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

Loyalty Road flood retarding basin

Full Dam Information

Details

Country: Australia

Owner: -

Type: Gravity

Purpose(s): Flood Control

River: Darling Mills Creek

Reservoir capacity: -

Construction Dates

Start of Project: 06/95

Start of RCC: 06/95

End of RCC: 04/96

End of Project: 08/96

Specifications

Height: 30 metres

Length: 111 metres

Volume of RCC: 20 m³x10³

Total volume: 22 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against precast concrete panels

Downstream

Slope	Type
0.80	RCC against precast concrete panels

Spillway

Slope	Type
0.80	RCC against precast concrete panels

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
80

Pozzolan (kg/m³)	Pozzolan Type
0	Ground-granulated blast-furnace slag

Rio do Peixe II

Full Dam Information

Details

Country: Brazil

Owner: -

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

Ahl Lafouim

Full Dam Information

Details

Country: Morocco

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: -

Reservoir capacity: 3 m³x10⁶

Construction Dates

Start of Project: -/09

Start of RCC: -/09

End of RCC: -/11

End of Project: -/12

Specifications

Height: 15 metres

Length: -

Volume of RCC: 20 m³x10³

Total volume: 24 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

Üniversite

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Çırçıp

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/15

Start of RCC: -/15

End of RCC: -/17

End of Project: -/17

Specifications

Height: 36 metres

Length: 110 metres

Volume of RCC: 20 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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