Dam Search Results

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Length: 375 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)
Queiles y Val	Spain	Confederación Hidrográfica del Ebro	F	Val	25	01/93	10/95	05/97	12/98	82	375	480	520	V 0.33	(1) (1)	0.80	(5)	0.80	(1)	300	300	80	145	(F)
Francisco J. Múgica - formerly Nueva Italia	Mexico	Gobierno del Estado de Michoacán	I	El Marqués	100	03/08	- /09	- /10	- /11	90	375	367	451	V 0.30		1.00		1.00		300	300	65	0	(-) -
Portugues [A-G]	USA	US Army Corps of Engineers, Jacksonville and Department of Natural Resources of Puerto Rico	F	Portugues	20	04/08	01/11	05/12	12/13	67	375	270	310	V	(3')	0.35	(3')*	0.35	(1)	300	300	114	51	(F)
Cheshmeh Ashegh	Iran	Fars Regional Water Company	F I W	Cheshmeh Ashegh	69	06/10	10/11	05/14	03/17	60	375	130	250		(1)		(1)		(12)	300	600 - 900	120	80	(N)
Cisokan PSS (Upper dam)	Indonesia	PLN	H	Cirumanis		- /14	- /16	- /17	- /18	98	375		350

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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.

Queiles y Val

Full Dam Information

Details

Country: Spain

Owner: Confederación Hidrográfica del Ebro

Type: Gravity

Purpose(s): Flood Control

River: Val

Reservoir capacity: 25 m³x10⁶

Construction Dates

Start of Project: 01/93

Start of RCC: 01/93

End of RCC: 05/97

End of Project: 12/98

Specifications

Height: 82 metres

Length: 375 metres

Volume of RCC: 480 m³x10³

Total volume: 520 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork
0.33	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against precast concrete panels

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
145	Low-lime flyash (ASTM Class F)

Francisco J. Múgica - formerly Nueva Italia

Full Dam Information

Details

Country: Mexico

Owner: Gobierno del Estado de Michoacán

Type: Gravity

Purpose(s): Irrigation

River: El Marqués

Reservoir capacity: 100 m³x10⁶

Construction Dates

Start of Project: 03/08

Start of RCC: 03/08

End of RCC: -/10

End of Project: -/11

Specifications

Height: 90 metres

Length: 375 metres

Volume of RCC: 367 m³x10³

Total volume: 451 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical
0.30

Downstream

Slope	Type
1.00

Spillway

Slope	Type
1.00

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
65

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

Francisco J. Múgica - formerly Nueva Italia completed

Portugues

Full Dam Information

Details

Country: USA

Owner: US Army Corps of Engineers, Jacksonville and Department of Natural Resources of Puerto Rico

Type: Arch-Gravity

Purpose(s): Flood Control

River: Portugues

Reservoir capacity: 20 m³x10⁶

Construction Dates

Start of Project: 04/08

Start of RCC: 04/08

End of RCC: 05/12

End of Project: 12/13

Specifications

Height: 67 metres

Length: 375 metres

Volume of RCC: 270 m³x10³

Total volume: 310 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

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

Spillway

Slope	Type
0.35	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
114

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

Cheshmeh Ashegh

Full Dam Information

Details

Country: Iran

Owner: Fars Regional Water Company

Type: Gravity

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

River: Cheshmeh Ashegh

Reservoir capacity: 69 m³x10⁶

Construction Dates

Start of Project: 06/10

Start of RCC: 06/10

End of RCC: 05/14

End of Project: 03/17

Specifications

Height: 60 metres

Length: 375 metres

Volume of RCC: 130 m³x10³

Total volume: 250 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
	Traditional concrete against formwork

Downstream

Slope	Type
	Traditional concrete against formwork

Spillway

Slope	Type
	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	600 -
	900

Cementitious material

Cement (kg/m³)
120

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

Cisokan PSS (Upper dam)

Full Dam Information

Details

Country: Indonesia

Owner: PLN

Type: Gravity

Purpose(s): Hydropower

River: Cirumanis

Reservoir capacity: -

Construction Dates

Start of Project: -/14

Start of RCC: -/14

End of RCC: -/17

End of Project: -/18

Specifications

Height: 98 metres

Length: 375 metres

Volume of RCC: -

Total volume: 350 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

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