Dam Search Results

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Reservoir Capacity: 2 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	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)
Carroll E. Ecton (formerly Winchester)	USA	Winchester Municipal Utility	W	Upper Howard Creek	2	06/84	08/84	11/84	01/85	23	363	24	27	V	(6)	V 1.00	(5) (17)	1.00	(1)	300	300	104	0	(-)
Grindstone Canyon	USA	Village of Ruidoso	W	Grindstone	2	09/85	05/86	07/86	10/86	42	432	88	96	V	(1)	0.75	(1)*	0.75	(1)	300	300	76	0	(-)
Los Morales	Spain	Confederación Hidrográfica del Tajo	W	Morales	2	06/86	02/87	10/87	12/87	28	200	22	26	V	(1) (3)	0.75	(3)*	0.75	(1)	300 - 400	300 - 400	80 74	140 128	(F)
Tirgu Jiu	Romania	Romanian Electricity Authority (RENAL) - Tirgu Jiu Branch	H	Jiu	2	08/86	06/88	05/89	12/93	24	61	13	26		(12)		(12)	ogee	(12)	300	900	125	0	(-)
Maroño	Spain	Diputación Foral de Alava	W	Izoria and Idas	2	01/89	11/89	08/90	11/91	53	182	80	91	0.05	(3)	V 0.75	(3)* (3)*	0.75	(1)*	300	300	80 65	160 170	(F)
Maojiang [A]	China	Lanshan County Hydropower Bureau	H I	Xiang	2	- /92	- /93	- /94	- /95	45	150		45											(F)
Yoshida	Japan	Kagawa Prefecture	F W	Yoshida	2	07/91	07/93	02/95	03/96	75	218	265	304	V	(1)	0.75	(1)	0.75	(1)	250	750	84	36	(F)
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	(-)
Penn Forest	USA	Bethlehem Authority, City of Bethlehem	W	Wild Creek	2	08/96	09/97	10/98	12/98	49	610	283	283	V	(6)	0.50	(15) (7)	conduit		300	300	58	41	(F)
Yangxishui Nº3	China	Shaoguang Electricity Corporation Ltd	H	Yangxishui	2	11/97	09/98	06/99	07/00	46	202	100	139	V	(1)	V 0.75	(1) (1)*	0.70	(12)	300	300			(F)
Peñas Blancas	Costa Rica	ICE (Instituto Costarricense de Electricidad)	H	Peñas Blancas	2	04/00	07/01	01/02	07/02	48	211	120	170	V	(1)	0.80	(1)*	0.80	(12)	300	300	90	35	(N)
Hunting Run	USA	Spotsylvania County	W	Hunting Run	2	05/00	02/01	01/02	08/02	36	720	115	128	V	(8)		(17)		(17)	300	300	74	37	(F)
Maobaguan [A]	China	Shaanxi Hanjiang Hydropower Development Co. Ltd.	H	Renhe	2	- /00	- /02	- /03	- /04	66	120	81	106
Huilong PSS - Lower dam	China	Henan Electric Power Corporation	H	Huilonggou	2	06/01	- /02	06/04	- /05	54	175	88	105	V	(3')	0.75	(3')*	0.75	(12)	300	300			(F)
Big Cherry	USA	Town of Big Stone Gap	W	South Fork, Powell River	2	04/04	09/04	01/05	07/05	26	113	11	12							300	300	82	82	(F)
São Bernardo	Brazil	CJ Energética S/A	H	Bernardo José	2	- /03	- /04	- /05	- /06	21	120
Can Asujan [H-F]	Philippines	National Irrigation Administration	I	Can Asujan	2	10/03	- /04	- /05	- /05	42	135	75	85	0.60	(8)	0.60	(7)	0.60	(1)	170	170	100	0	(-)
Duas Serras	Brazil	COMPESA (Companhia Pernambucana de Saneamento)	W	Duas Serras	2	- /05	- /06	- /07	- /08	19	113	6								300	300
Chbika	Morocco	Direction des Arrenagements Hydrauliques	I	Chbika	2	- /04	- /06	- /08	- /09	24
São Pedro	Brazil	São Pedro Energia S/A	H	Jacu Braço Norte	2	- /06	- /07	- /09	- /10	30	140	22	35
Mulungu do Morro	Brazil	EMBASA (Empresa Baiana de Aguas e Saneamento S/A)	I W	Tijuco	2	- /07	- /08	- /09	03/10	16	156	13
Ait Moulay Ahmed	Morocco	Direction des Aménagements Hydrauliques	I W	Ain Leuh	2	10/09	- /10	01/11	10/11	29	136	18	20	V	(5)	0.75	(1)*	0.75	(1)*	300	300	70	30	(N)
Barra do Rio Chapéu	Brazil	Eletrosul Centrais Elétricas S/A	H W	Braço do Norte	2	- /12	- /12	- /13	- /13	25	117
Fazenda	Brazil	ENEL Green Power Fazenda S.A.	H	dos Apiacás	2	- /12	- /14	- /15	09/16	21	503
Salto Apiacás	Brazil	ENEL Green Power Salto Apiacás S.A	H	dos Apiacás	2	- /12	- /14	- /15	- /16	17	486
Akçakoca	Turkey	DSI - State Hydraulic Works	I W	Sarma	2	01/13	05/15	10/16	- /17	66	148	85	130	0.10	(1)	0.80	(1)	0.80	(12)	300
Cudi-Circip	Turkey	DSI - State Hydraulic Works	W	Circip	2	- /16	- /17	- /18	- /19	30	213	48	59	0.10	(1)	0.80	(1)	0.80	(12)	300	1200	98	52
Germinal	Brazil	Companhia de Gestão dos Recursos Hídricos	W	Germinal	2	- /16	- /18	- /19	08/20	28	210
Dereçati	Turkey	DSI - State Hydraulic Works	I	Büyükdere	2	- /16	- /18	- /20	- /21	51	174	110
Tekke Kavakli	Turkey	DSI - State Hydraulic Works	I W	Çat	2	- /19	- /22	- /24	- /25	42	325	225
Zimari	Turkey	DSI - State Hydraulic Works	W	Zimari	2	- /18	- /21	- /25	- /26	37	126		80
Heibaoshan [H-F]	China	Construction Headquarters of Heibaoshan Reservoir Project in Wanyuan City	I W	Dayan	2	- /22	- /24	- /26	- /27	60

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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.

Carroll E. Ecton (formerly Winchester)

Full Dam Information

Details

Country: USA

Owner: Winchester Municipal Utility

Type: Gravity

Purpose(s): Water Supply

River: Upper Howard Creek

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: 06/84

Start of RCC: 06/84

End of RCC: 11/84

End of Project: 01/85

Specifications

Height: 23 metres

Length: 363 metres

Volume of RCC: 24 m³x10³

Total volume: 27 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against precast concrete panels with geomembrane

Downstream

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

Spillway

Slope	Type
1.00	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
104

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

Carroll E. Ecton (formerly Winchester) completed

Grindstone Canyon

Full Dam Information

Details

Country: USA

Owner: Village of Ruidoso

Type: Gravity

Purpose(s): Water Supply

River: Grindstone

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: 09/85

Start of RCC: 09/85

End of RCC: 07/86

End of Project: 10/86

Specifications

Height: 42 metres

Length: 432 metres

Volume of RCC: 88 m³x10³

Total volume: 96 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.75	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.75	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
76

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

Los Morales

Full Dam Information

Details

Country: Spain

Owner: Confederación Hidrográfica del Tajo

Type: Gravity

Purpose(s): Water Supply

River: Morales

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: 06/86

Start of RCC: 06/86

End of RCC: 10/87

End of Project: 12/87

Specifications

Height: 28 metres

Length: 200 metres

Volume of RCC: 22 m³x10³

Total volume: 26 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork
	RCC against formwork

Downstream

Slope	Type
0.75	RCC against formwork [stepped face]

Spillway

Slope	Type
0.75	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300 -	300 -
400	400

Cementitious material

Cement (kg/m³)
80
74

Pozzolan (kg/m³)	Pozzolan Type
140	Low-lime flyash (ASTM Class F)
128

Tirgu Jiu

Full Dam Information

Details

Country: Romania

Owner: Romanian Electricity Authority (RENAL) - Tirgu Jiu Branch

Type: Gravity

Purpose(s): Hydropower

River: Jiu

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: 08/86

Start of RCC: 08/86

End of RCC: 05/89

End of Project: 12/93

Specifications

Height: 24 metres

Length: 61 metres

Volume of RCC: 13 m³x10³

Total volume: 26 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
	Reinforced conventional concrete cast after RCC placement

Downstream

Slope	Type
	Reinforced conventional concrete cast after RCC placement

Spillway

Slope	Type
ogee	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	900

Cementitious material

Cement (kg/m³)
125

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

Maroño

Full Dam Information

Details

Country: Spain

Owner: Diputación Foral de Alava

Type: Gravity

Purpose(s): Water Supply

River: Izoria and Idas

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: 01/89

Start of RCC: 01/89

End of RCC: 08/90

End of Project: 11/91

Specifications

Height: 53 metres

Length: 182 metres

Volume of RCC: 80 m³x10³

Total volume: 91 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.05	RCC against formwork

Downstream

Slope	Type
Vertical	RCC against formwork [stepped face]
0.75	RCC against formwork [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)
80
65

Pozzolan (kg/m³)	Pozzolan Type
160	Low-lime flyash (ASTM Class F)
170

Maojiang

Full Dam Information

Details

Country: China

Owner: Lanshan County Hydropower Bureau

Type: Thin Arch

Purpose(s): Hydropower / Irrigation

River: Xiang

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: -/92

Start of RCC: -/92

End of RCC: -/94

End of Project: -/95

Specifications

Height: 45 metres

Length: 150 metres

Volume of RCC: -

Total volume: 45 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
	Low-lime flyash (ASTM Class F)

Yoshida

Full Dam Information

Details

Country: Japan

Owner: Kagawa Prefecture

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Yoshida

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: 07/91

Start of RCC: 07/91

End of RCC: 02/95

End of Project: 03/96

Specifications

Height: 75 metres

Length: 218 metres

Volume of RCC: 265 m³x10³

Total volume: 304 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.75	Traditional concrete against formwork

Spillway

Slope	Type
0.75	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)

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

Penn Forest

Full Dam Information

Details

Country: USA

Owner: Bethlehem Authority, City of Bethlehem

Type: Gravity

Purpose(s): Water Supply

River: Wild Creek

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: 08/96

Start of RCC: 08/96

End of RCC: 10/98

End of Project: 12/98

Specifications

Height: 49 metres

Length: 610 metres

Volume of RCC: 283 m³x10³

Total volume: 283 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against precast concrete panels with geomembrane

Downstream

Slope	Type
0.50	RCC supported by fill shoulders
	RCC against precast concrete panels

Spillway

Slope	Type
conduit

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
58

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

Yangxishui Nº3

Full Dam Information

Details

Country: China

Owner: Shaoguang Electricity Corporation Ltd

Type: Gravity

Purpose(s): Hydropower

River: Yangxishui

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: 11/97

Start of RCC: 11/97

End of RCC: 06/99

End of Project: 07/00

Specifications

Height: 46 metres

Length: 202 metres

Volume of RCC: 100 m³x10³

Total volume: 139 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
0.70	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)

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

Peñas Blancas

Full Dam Information

Details

Country: Costa Rica

Owner: ICE (Instituto Costarricense de Electricidad)

Type: Gravity

Purpose(s): Hydropower

River: Peñas Blancas

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: 04/00

Start of RCC: 04/00

End of RCC: 01/02

End of Project: 07/02

Specifications

Height: 48 metres

Length: 211 metres

Volume of RCC: 120 m³x10³

Total volume: 170 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)
90

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

Hunting Run

Full Dam Information

Details

Country: USA

Owner: Spotsylvania County

Type: Gravity

Purpose(s): Water Supply

River: Hunting Run

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: 05/00

Start of RCC: 05/00

End of RCC: 01/02

End of Project: 08/02

Specifications

Height: 36 metres

Length: 720 metres

Volume of RCC: 115 m³x10³

Total volume: 128 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against precast concrete panels with geomembrane

Downstream

Slope	Type
	Unformed face of RCC

Spillway

Slope	Type
	Unformed face of RCC

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
74

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

Maobaguan

Full Dam Information

Details

Country: China

Owner: Shaanxi Hanjiang Hydropower Development Co. Ltd.

Type: Thin Arch

Purpose(s): Hydropower

River: Renhe

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: -/00

Start of RCC: -/00

End of RCC: -/03

End of Project: -/04

Specifications

Height: 66 metres

Length: 120 metres

Volume of RCC: 81 m³x10³

Total volume: 106 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

Huilong PSS - Lower dam

Full Dam Information

Details

Country: China

Owner: Henan Electric Power Corporation

Type: Gravity

Purpose(s): Hydropower

River: Huilonggou

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: 06/01

Start of RCC: 06/01

End of RCC: 06/04

End of Project: -/05

Specifications

Height: 54 metres

Length: 175 metres

Volume of RCC: 88 m³x10³

Total volume: 105 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

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

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

Big Cherry

Full Dam Information

Details

Country: USA

Owner: Town of Big Stone Gap

Type: Gravity

Purpose(s): Water Supply

River: South Fork, Powell River

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: 04/04

Start of RCC: 04/04

End of RCC: 01/05

End of Project: 07/05

Specifications

Height: 26 metres

Length: 113 metres

Volume of RCC: 11 m³x10³

Total volume: 12 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
82

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

São Bernardo

Full Dam Information

Details

Country: Brazil

Owner: CJ Energética S/A

Type: Gravity

Purpose(s): Hydropower

River: Bernardo José

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: -/03

Start of RCC: -/03

End of RCC: -/05

End of Project: -/06

Specifications

Height: 21 metres

Length: 120 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

Can Asujan

Full Dam Information

Details

Country: Philippines

Owner: National Irrigation Administration

Type: Hardfill

Purpose(s): Irrigation

River: Can Asujan

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: 10/03

Start of RCC: 10/03

End of RCC: -/05

End of Project: -/05

Specifications

Height: 42 metres

Length: 135 metres

Volume of RCC: 75 m³x10³

Total volume: 85 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.60	RCC against precast concrete panels with geomembrane

Downstream

Slope	Type
0.60	RCC against precast concrete panels

Spillway

Slope	Type
0.60	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
170	170

Cementitious material

Cement (kg/m³)
100

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

Duas Serras

Full Dam Information

Details

Country: Brazil

Owner: COMPESA (Companhia Pernambucana de Saneamento)

Type: Gravity

Purpose(s): Water Supply

River: Duas Serras

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/07

End of Project: -/08

Specifications

Height: 19 metres

Length: 113 metres

Volume of RCC: 6 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Chbika

Full Dam Information

Details

Country: Morocco

Owner: Direction des Arrenagements Hydrauliques

Type: Gravity

Purpose(s): Irrigation

River: Chbika

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: -/04

Start of RCC: -/04

End of RCC: -/08

End of Project: -/09

Specifications

Height: 24 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

São Pedro

Full Dam Information

Details

Country: Brazil

Owner: São Pedro Energia S/A

Type: Gravity

Purpose(s): Hydropower

River: Jacu Braço Norte

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: -/06

Start of RCC: -/06

End of RCC: -/09

End of Project: -/10

Specifications

Height: 30 metres

Length: 140 metres

Volume of RCC: 22 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)

Pozzolan (kg/m³)	Pozzolan Type

Mulungu do Morro

Full Dam Information

Details

Country: Brazil

Owner: EMBASA (Empresa Baiana de Aguas e Saneamento S/A)

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Tijuco

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: -/07

Start of RCC: -/07

End of RCC: -/09

End of Project: 03/10

Specifications

Height: 16 metres

Length: 156 metres

Volume of RCC: 13 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

Ait Moulay Ahmed

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Ain Leuh

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: 10/09

Start of RCC: 10/09

End of RCC: 01/11

End of Project: 10/11

Specifications

Height: 29 metres

Length: 136 metres

Volume of RCC: 18 m³x10³

Total volume: 20 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against precast concrete panels

Downstream

Slope	Type
0.75	Traditional concrete against formwork [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)
70

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

Barra do Rio Chapéu

Full Dam Information

Details

Country: Brazil

Owner: Eletrosul Centrais Elétricas S/A

Type: Gravity

Purpose(s): Hydropower / Water Supply

River: Braço do Norte

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: -/12

Start of RCC: -/12

End of RCC: -/13

End of Project: -/13

Specifications

Height: 25 metres

Length: 117 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

Fazenda

Full Dam Information

Details

Country: Brazil

Owner: ENEL Green Power Fazenda S.A.

Type: Gravity

Purpose(s): Hydropower

River: dos Apiacás

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: -/12

Start of RCC: -/12

End of RCC: -/15

End of Project: 09/16

Specifications

Height: 21 metres

Length: 503 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

Salto Apiacás

Full Dam Information

Details

Country: Brazil

Owner: ENEL Green Power Salto Apiacás S.A

Type: Gravity

Purpose(s): Hydropower

River: dos Apiacás

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: -/12

Start of RCC: -/12

End of RCC: -/15

End of Project: -/16

Specifications

Height: 17 metres

Length: 486 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

Akçakoca

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Sarma

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: 01/13

Start of RCC: 01/13

End of RCC: 10/16

End of Project: -/17

Specifications

Height: 66 metres

Length: 148 metres

Volume of RCC: 85 m³x10³

Total volume: 130 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.10	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete 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

Cudi-Circip

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Water Supply

River: Circip

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: -/16

Start of RCC: -/16

End of RCC: -/18

End of Project: -/19

Specifications

Height: 30 metres

Length: 213 metres

Volume of RCC: 48 m³x10³

Total volume: 59 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.10	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type
0.80	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	1200

Cementitious material

Cement (kg/m³)
98

Pozzolan (kg/m³)	Pozzolan Type
52

Germinal

Full Dam Information

Details

Country: Brazil

Owner: Companhia de Gestão dos Recursos Hídricos

Type: Gravity

Purpose(s): Water Supply

River: Germinal

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: -/16

Start of RCC: -/16

End of RCC: -/19

End of Project: 08/20

Specifications

Height: 28 metres

Length: 210 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

Dereçati

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation

River: Büyükdere

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: -/16

Start of RCC: -/16

End of RCC: -/20

End of Project: -/21

Specifications

Height: 51 metres

Length: 174 metres

Volume of RCC: 110 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

Tekke Kavakli

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Çat

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: -/19

Start of RCC: -/19

End of RCC: -/24

End of Project: -/25

Specifications

Height: 42 metres

Length: 325 metres

Volume of RCC: 225 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

Zimari

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Water Supply

River: Zimari

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: -/18

Start of RCC: -/18

End of RCC: -/25

End of Project: -/26

Specifications

Height: 37 metres

Length: 126 metres

Volume of RCC: -

Total volume: 80 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

Heibaoshan

Full Dam Information

Details

Country: China

Owner: Construction Headquarters of Heibaoshan Reservoir Project in Wanyuan City

Type: Hardfill

Purpose(s): Irrigation / Water Supply

River: Dayan

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: -/22

Start of RCC: -/22

End of RCC: -/26

End of Project: -/27

Specifications

Height: 60 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

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