Dam Search Results

There are 27 dams matching your search
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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	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	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	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	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	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	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	H I	Xiang	2	- /92	- /93	- /94	- /95	45	150		45											(F)
Yoshida	Japan	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)
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	(-) -
Penn Forest	USA	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	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	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	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	H	Renhe	2	- /00	- /02	- /03	- /04	66	120	81	106
Huilong PSS - Lower dam	China	H		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	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	H		2	- /03	- /04	- /05	- /06	20	120
Duas Serras	Brazil	F	Duas Serras	2	- /05	- /06	- /07	- /08	19	113	6								300	300
Chibka	Morocco	I	Chbika	2	- /04	- /06	- /08	- /09	24
São Pedro	Brazil	H	Jacu Braço Norte	2	- /06	- /07	- /09	- /10	30	140	22	35
Mulungu do Morro	Brazil	I W	Tijuco	2	- /07	- /08	- /09	03/10	16	156	13
Ait Moulay Ahmed	Morocco	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)
Gov. Jayme Canet Junior (formerly Antiga Mauá)	Brazil	H	Tibagi	2	- /09	01/10	05/11	- /12	85	745	633	753	V	(2)	0.80	(10)			300	2400	60	15	(N)
Akçakoca	Turkey	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	I	Circip	2	- /16	- /17	- /18	- /19	30	213	48	59	0.10	(1)	0.80	(1)	0.80	(12)	300	1200	98	52
Dereçati	Turkey	I	Büyükdere	2	- /16	- /18	- /20	- /21	51	174	110
Zimari	Turkey	W	Zimari	2	- /18	- /21	- /23	- /24	37	126		80
Tekke Kavakli	Turkey	I W	Çat	2	- /19	- /22	- /24	- /25	42	325	225

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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: -

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: -

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: -

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: -

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: -

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: -

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: -

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)

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

Penn Forest

Full Dam Information

Details

Country: USA

Owner: -

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: -

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: -

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: -

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: -

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: -

Type: Gravity

Purpose(s): Hydropower

River: -

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: -

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: -

Type: Gravity

Purpose(s): Hydropower

River: -

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: -/03

Start of RCC: -/03

End of RCC: -/05

End of Project: -/06

Specifications

Height: 20 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

Duas Serras

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Flood Control

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

Chibka

Full Dam Information

Details

Country: Morocco

Owner: -

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: -

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: -

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: -

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)

Gov. Jayme Canet Junior (formerly Antiga Mauá)

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Tibagi

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: -/09

Start of RCC: -/09

End of RCC: 05/11

End of Project: -/12

Specifications

Height: 85 metres

Length: 745 metres

Volume of RCC: 633 m³x10³

Total volume: 753 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork with external geomembrane

Downstream

Slope	Type
0.80	RCC against precast concrete blocks

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	2400

Cementitious material

Cement (kg/m³)
60

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

Gov. Jayme Canet Junior (formerly Antiga Mauá) completed

Akçakoca

Full Dam Information

Details

Country: Turkey

Owner: -

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: -

Type: Gravity

Purpose(s): Irrigation

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

Dereçati

Full Dam Information

Details

Country: Turkey

Owner: -

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

Zimari

Full Dam Information

Details

Country: Turkey

Owner: -

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: -/23

End of Project: -/24

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

Tekke Kavakli

Full Dam Information

Details

Country: Turkey

Owner: -

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

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