Dam Search Results

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Reservoir Capacity: 3 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)
Rouidat Amont (Rwedat) [H-F]	Morocco	Direction des Aménagements Hydrauliques	I W	Rwedat	3	05/87	09/87	10/88	12/88	24	125	25	27	0.40	(7)*	0.40	(7)*	0.40	(1)*	400	400	100	15	(N)
Thornlea	South Africa	Umlaas Irrigation Board	I	Mlazi	3	06/90	10/90	12/90	02/91	17	135	16	17	V	(1)	0.90	(3)*	0.90	(1)	170	170	38	87	(S)
Burguillos del Cerro	Spain	Junta de Extremadura	W	Ribera de los Montes	3	12/90	05/91	09/91	12/91	24	167	25	33	V	(14)	0.13 0.60	(14)*	0.60	(13)*	300	300	80	135	(F)
Arriarán	Spain	Diputacion Foral de Gipuzkoa	W	Arriarán	3	10/91	04/92	09/92	02/94	58	206	110	113	0.05	(3)	0.70	(3)*	0.70	(3)*	300	300	85	135	(F)
Zintel Canyon	USA	City of Kennewick, Washington	F	Zintel	3	03/92	07/92	10/92	12/92	39	158	54	55	V	(7)	0.85	(17)	0.85	(17)	300	300	74	0	(-) -
Marathia [H-F]	Greece	Ministry of Agriculture	I W	Marathia	3	11/91	12/92	04/93	06/93	28	265	31	48	0.50	(13)	0.50	(10)	0.50	(13)	200 - 300	200 - 300	55	15	(N)
Sishanping [A]	China	Huangcen Reservoir Management Office	F H I	Leishui	3	- /92	- /93	- /94	- /95	56	147		18											(F)
New Peterson Lake	USA	City of Greeley	W	Tributary of Cache La Poudre	3	05/95	09/95	11/95	12/95	21	70	7	8	V	(1)	0.80	(1)*	0.80	(1)*	300	300	145	48	(F)
Tie Hack	USA	City of Buffalo	W	South Fork Clear Creek	3	05/96	10/96	08/97	- /97	41	170	62	69	V	(1)	0.80	(1)*	0.80	(1)*	300	300	89	83	(F)
Hongpo [A-G]	China	Xishan Xingyu Water Resources Corporation	W	Qinggoushui	3	10/97	07/98	11/99	12/99	55	244	71	77	V	(3')	0.50	(1)	0.50	(1)	300	3000	54	99	(F)
Fukuchiyama	Japan	Fukuoka Prefecture	F N W	Fukuti	3	10/98	- /99	12/01	03/03	65	255	115	201	V	(1)	0.78	(1)	0.78	(1)	250	750	84	36	(F)
Ghatghar (Lower dam)	India	GoMWRD (Government of Maharashtra Water Resources Department)	H	Shahi Nallah	3	12/01	12/04	05/06	03/07	86	447	638	646	0.141	(3')	0.782	(3')*	0.782	(3')*	300	300	75	150	(F)
Akköy I	Turkey	Akköy Energy A.S.	H	Harsit	3	07/05	10/06	04/07	09/08	38	146	87	101	0.10	(1)	0.80	(1)	0.80	(12)	300	300	100	100	(N)
Elkwater Fork	USA	Natural Resources Conservation Service	W	Tygart Tributory	3	- /06	04/07	08/07	- /07	39	204	106	113	V	(8)	0.80	(3)*	0.80	(1)*	300	300	59	89	(F)
Palomino [H-F]	Dominican Republic	EGEHID (Empresa de Generación Hidroeléctrica Dominicana)	H	Yaque del Sur and Blanco	3	- /05	- /07	- /09	- /13	65	153
Batu Hampar	Malaysia	Jabatan Bekalan Air Negeri Sembilan	W	Batu Hampar	3	11/07	10/09	04/10	05/10	75	236	200	203		(3')		(10)		(10)	300	300	65	120	(F)
Koris Gefiri (Maiden’s bridge) [H-F]	Greece	Ministry of Agriculture	I W	Partheni	3	11/05	03/07	07/10	- /16	42	221	170	190	0.80	(13)	0.80	(3)	0.80	(1)*	300 - 450	300 - 450	50	10	(N)
Shaizhu [A]	China		H	Xima	3	- /06	- /08	- /10	- /11	72	160		100
Saizhu [A]	China	Niulanjiang Hydropower Development Company Ltd.	H	Xima	3	04/06	- /09	- /10	- /11	72	160	107	115	curve	(3')	curve	(3')		(3)
Ahl Lafouim	Morocco		W		3	- /09	- /10	- /11	- /12	15		20	24	0.20	(5)	0.80	(1)*	0.80	(1)*
Krayma	Morocco		W	Tiyoughza	3	- /09	- /10	- /11	- /12	32		45	53	0.20	(5)	0.80	(1)*	0.80	(1)*
Gölgeliyamaç	Turkey	DSI - State Hydraulic Works	H	Guzeldere	3	09/08	- /13	- /14	- /15	52	150	85	99	V	(3)	0.80	(3)	0.80	(12)	300	1200	95	0	(-) -
Güneysinir Alanözü	Turkey	DSI - State Hydraulic Works	I		3	- /13	- /14	- /15	- /15	38		71
Cacimba Nova	Brazil	Projeto Transposição das Águas do Rio São Francisco	I W		3	- /13	- /14	- /16	- /16	18	196	52
Divresh	Iran	Gilan Province Water Authority	I W	Kharshak	3	- /13	- /15	- /21	- /23	45	195		137
Akçali-1	Turkey	DSI - State Hydraulic Works	I		3	- /16	- /19	- /23	- /24	43		120
Bahçecik	Turkey	DSI - State Hydraulic Works	W		3	- /16	- /19	- /23	- /24	69		204

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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.

Rouidat Amont (Rwedat)

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Hardfill

Purpose(s): Irrigation / Water Supply

River: Rwedat

Reservoir capacity: 3 m³x10⁶

Construction Dates

Start of Project: 05/87

Start of RCC: 05/87

End of RCC: 10/88

End of Project: 12/88

Specifications

Height: 24 metres

Length: 125 metres

Volume of RCC: 25 m³x10³

Total volume: 27 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.40	RCC against precast concrete panels [stepped face]

Downstream

Slope	Type
0.40	RCC against precast concrete panels [stepped face]

Spillway

Slope	Type
0.40	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
400	400

Cementitious material

Cement (kg/m³)
100

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

Thornlea

Full Dam Information

Details

Country: South Africa

Owner: Umlaas Irrigation Board

Type: Gravity

Purpose(s): Irrigation

River: Mlazi

Reservoir capacity: 3 m³x10⁶

Construction Dates

Start of Project: 06/90

Start of RCC: 06/90

End of RCC: 12/90

End of Project: 02/91

Specifications

Height: 17 metres

Length: 135 metres

Volume of RCC: 16 m³x10³

Total volume: 17 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.90	RCC against formwork [stepped face]

Spillway

Slope	Type
0.90	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
170	170

Cementitious material

Cement (kg/m³)
38

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

Burguillos del Cerro

Full Dam Information

Details

Country: Spain

Owner: Junta de Extremadura

Type: Gravity

Purpose(s): Water Supply

River: Ribera de los Montes

Reservoir capacity: 3 m³x10⁶

Construction Dates

Start of Project: 12/90

Start of RCC: 12/90

End of RCC: 09/91

End of Project: 12/91

Specifications

Height: 24 metres

Length: 167 metres

Volume of RCC: 25 m³x10³

Total volume: 33 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Slip-formed/extruded facing elements

Downstream

Slope	Type
0.13	Slip-formed/extruded facing elements [stepped face]
0.60

Spillway

Slope	Type
0.60	Reinforced concrete cast against precast units or slip-formed facing elements [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
80

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

Arriarán

Full Dam Information

Details

Country: Spain

Owner: Diputacion Foral de Gipuzkoa

Type: Gravity

Purpose(s): Water Supply

River: Arriarán

Reservoir capacity: 3 m³x10⁶

Construction Dates

Start of Project: 10/91

Start of RCC: 10/91

End of RCC: 09/92

End of Project: 02/94

Specifications

Height: 58 metres

Length: 206 metres

Volume of RCC: 110 m³x10³

Total volume: 113 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.05	RCC against formwork

Downstream

Slope	Type
0.70	RCC against formwork [stepped face]

Spillway

Slope	Type
0.70	RCC against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
85

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

Zintel Canyon

Full Dam Information

Details

Country: USA

Owner: City of Kennewick, Washington

Type: Gravity

Purpose(s): Flood Control

River: Zintel

Reservoir capacity: 3 m³x10⁶

Construction Dates

Start of Project: 03/92

Start of RCC: 03/92

End of RCC: 10/92

End of Project: 12/92

Specifications

Height: 39 metres

Length: 158 metres

Volume of RCC: 54 m³x10³

Total volume: 55 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against precast concrete panels

Downstream

Slope	Type
0.85	Unformed face of RCC

Spillway

Slope	Type
0.85	Unformed face of RCC

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
74

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

Marathia

Full Dam Information

Details

Country: Greece

Owner: Ministry of Agriculture

Type: Hardfill

Purpose(s): Irrigation / Water Supply

River: Marathia

Reservoir capacity: 3 m³x10⁶

Construction Dates

Start of Project: 11/91

Start of RCC: 11/91

End of RCC: 04/93

End of Project: 06/93

Specifications

Height: 28 metres

Length: 265 metres

Volume of RCC: 31 m³x10³

Total volume: 48 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.50	RCC against precast concrete blocks

Spillway

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

Placement

Layers (mm)	Lifts (mm)
200 -	200 -
300	300

Cementitious material

Cement (kg/m³)
55

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

Sishanping

Full Dam Information

Details

Country: China

Owner: Huangcen Reservoir Management Office

Type: Thin Arch

Purpose(s): Flood Control / Hydropower / Irrigation

River: Leishui

Reservoir capacity: 3 m³x10⁶

Construction Dates

Start of Project: -/92

Start of RCC: -/92

End of RCC: -/94

End of Project: -/95

Specifications

Height: 56 metres

Length: 147 metres

Volume of RCC: -

Total volume: 18 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)

New Peterson Lake

Full Dam Information

Details

Country: USA

Owner: City of Greeley

Type: Gravity

Purpose(s): Water Supply

River: Tributary of Cache La Poudre

Reservoir capacity: 3 m³x10⁶

Construction Dates

Start of Project: 05/95

Start of RCC: 05/95

End of RCC: 11/95

End of Project: 12/95

Specifications

Height: 21 metres

Length: 70 metres

Volume of RCC: 7 m³x10³

Total volume: 8 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)
145

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

Tie Hack

Full Dam Information

Details

Country: USA

Owner: City of Buffalo

Type: Gravity

Purpose(s): Water Supply

River: South Fork Clear Creek

Reservoir capacity: 3 m³x10⁶

Construction Dates

Start of Project: 05/96

Start of RCC: 05/96

End of RCC: 08/97

End of Project: -/97

Specifications

Height: 41 metres

Length: 170 metres

Volume of RCC: 62 m³x10³

Total volume: 69 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)
89

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

Hongpo

Full Dam Information

Details

Country: China

Owner: Xishan Xingyu Water Resources Corporation

Type: Arch-Gravity

Purpose(s): Water Supply

River: Qinggoushui

Reservoir capacity: 3 m³x10⁶

Construction Dates

Start of Project: 10/97

Start of RCC: 10/97

End of RCC: 11/99

End of Project: 12/99

Specifications

Height: 55 metres

Length: 244 metres

Volume of RCC: 71 m³x10³

Total volume: 77 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.50	Traditional concrete against formwork

Spillway

Slope	Type
0.50	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	3000

Cementitious material

Cement (kg/m³)
54

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

Fukuchiyama

Full Dam Information

Details

Country: Japan

Owner: Fukuoka Prefecture

Type: Gravity

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

River: Fukuti

Reservoir capacity: 3 m³x10⁶

Construction Dates

Start of Project: 10/98

Start of RCC: 10/98

End of RCC: 12/01

End of Project: 03/03

Specifications

Height: 65 metres

Length: 255 metres

Volume of RCC: 115 m³x10³

Total volume: 201 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	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)

Ghatghar (Lower dam)

Full Dam Information

Details

Country: India

Owner: GoMWRD (Government of Maharashtra Water Resources Department)

Type: Gravity

Purpose(s): Hydropower

River: Shahi Nallah

Reservoir capacity: 3 m³x10⁶

Construction Dates

Start of Project: 12/01

Start of RCC: 12/01

End of RCC: 05/06

End of Project: 03/07

Specifications

Height: 86 metres

Length: 447 metres

Volume of RCC: 638 m³x10³

Total volume: 646 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

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

Spillway

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

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
75

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

Akköy I

Full Dam Information

Details

Country: Turkey

Owner: Akköy Energy A.S.

Type: Gravity

Purpose(s): Hydropower

River: Harsit

Reservoir capacity: 3 m³x10⁶

Construction Dates

Start of Project: 07/05

Start of RCC: 07/05

End of RCC: 04/07

End of Project: 09/08

Specifications

Height: 38 metres

Length: 146 metres

Volume of RCC: 87 m³x10³

Total volume: 101 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	300

Cementitious material

Cement (kg/m³)
100

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

Elkwater Fork

Full Dam Information

Details

Country: USA

Owner: Natural Resources Conservation Service

Type: Gravity

Purpose(s): Water Supply

River: Tygart Tributory

Reservoir capacity: 3 m³x10⁶

Construction Dates

Start of Project: -/06

Start of RCC: -/06

End of RCC: 08/07

End of Project: -/07

Specifications

Height: 39 metres

Length: 204 metres

Volume of RCC: 106 m³x10³

Total volume: 113 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against precast concrete panels with geomembrane

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)
59

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

Palomino

Full Dam Information

Details

Country: Dominican Republic

Owner: EGEHID (Empresa de Generación Hidroeléctrica Dominicana)

Type: Hardfill

Purpose(s): Hydropower

River: Yaque del Sur and Blanco

Reservoir capacity: 3 m³x10⁶

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/09

End of Project: -/13

Specifications

Height: 65 metres

Length: 153 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

Batu Hampar

Full Dam Information

Details

Country: Malaysia

Owner: Jabatan Bekalan Air Negeri Sembilan

Type: Gravity

Purpose(s): Water Supply

River: Batu Hampar

Reservoir capacity: 3 m³x10⁶

Construction Dates

Start of Project: 11/07

Start of RCC: 11/07

End of RCC: 04/10

End of Project: 05/10

Specifications

Height: 75 metres

Length: 236 metres

Volume of RCC: 200 m³x10³

Total volume: 203 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
	RCC against precast concrete blocks

Spillway

Slope	Type
	RCC against precast concrete blocks

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
65

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

Koris Gefiri (Maiden’s bridge)

Full Dam Information

Details

Country: Greece

Owner: Ministry of Agriculture

Type: Hardfill

Purpose(s): Irrigation / Water Supply

River: Partheni

Reservoir capacity: 3 m³x10⁶

Construction Dates

Start of Project: 11/05

Start of RCC: 11/05

End of RCC: 07/10

End of Project: -/16

Specifications

Height: 42 metres

Length: 221 metres

Volume of RCC: 170 m³x10³

Total volume: 190 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.80	RCC against formwork

Spillway

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300 -	300 -
450	450

Cementitious material

Cement (kg/m³)
50

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

Koris Gefiri (Maiden’s bridge) under construction

Shaizhu

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): Hydropower

River: Xima

Reservoir capacity: 3 m³x10⁶

Construction Dates

Start of Project: -/06

Start of RCC: -/06

End of RCC: -/10

End of Project: -/11

Specifications

Height: 72 metres

Length: 160 metres

Volume of RCC: -

Total volume: 100 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

Saizhu

Full Dam Information

Details

Country: China

Owner: Niulanjiang Hydropower Development Company Ltd.

Type: Thin Arch

Purpose(s): Hydropower

River: Xima

Reservoir capacity: 3 m³x10⁶

Construction Dates

Start of Project: 04/06

Start of RCC: 04/06

End of RCC: -/10

End of Project: -/11

Specifications

Height: 72 metres

Length: 160 metres

Volume of RCC: 107 m³x10³

Total volume: 115 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

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

Spillway

Slope	Type
	RCC against formwork

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

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

Krayma

Full Dam Information

Details

Country: Morocco

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Tiyoughza

Reservoir capacity: 3 m³x10⁶

Construction Dates

Start of Project: -/09

Start of RCC: -/09

End of RCC: -/11

End of Project: -/12

Specifications

Height: 32 metres

Length: -

Volume of RCC: 45 m³x10³

Total volume: 53 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

Gölgeliyamaç

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Hydropower

River: Guzeldere

Reservoir capacity: 3 m³x10⁶

Construction Dates

Start of Project: 09/08

Start of RCC: 09/08

End of RCC: -/14

End of Project: -/15

Specifications

Height: 52 metres

Length: 150 metres

Volume of RCC: 85 m³x10³

Total volume: 99 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	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	1200

Cementitious material

Cement (kg/m³)
95

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

Güneysinir Alanözü

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation

River: -

Reservoir capacity: 3 m³x10⁶

Construction Dates

Start of Project: -/13

Start of RCC: -/13

End of RCC: -/15

End of Project: -/15

Specifications

Height: 38 metres

Length: -

Volume of RCC: 71 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

Cacimba Nova

Full Dam Information

Details

Country: Brazil

Owner: Projeto Transposição das Águas do Rio São Francisco

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: -

Reservoir capacity: 3 m³x10⁶

Construction Dates

Start of Project: -/13

Start of RCC: -/13

End of RCC: -/16

End of Project: -/16

Specifications

Height: 18 metres

Length: 196 metres

Volume of RCC: 52 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

Divresh

Full Dam Information

Details

Country: Iran

Owner: Gilan Province Water Authority

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Kharshak

Reservoir capacity: 3 m³x10⁶

Construction Dates

Start of Project: -/13

Start of RCC: -/13

End of RCC: -/21

End of Project: -/23

Specifications

Height: 45 metres

Length: 195 metres

Volume of RCC: -

Total volume: 137 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

Akçali-1

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation

River: -

Reservoir capacity: 3 m³x10⁶

Construction Dates

Start of Project: -/16

Start of RCC: -/16

End of RCC: -/23

End of Project: -/24

Specifications

Height: 43 metres

Length: -

Volume of RCC: 120 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

Bahçecik

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Water Supply

River: -

Reservoir capacity: 3 m³x10⁶

Construction Dates

Start of Project: -/16

Start of RCC: -/16

End of RCC: -/23

End of Project: -/24

Specifications

Height: 69 metres

Length: -

Volume of RCC: 204 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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