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.

← 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)
Thornlea	South Africa	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	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	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	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	(-) -
Sishanping [A]	China	F H I	Leishui	3	- /92	- /93	- /94	- /95	56	147		18											(F)
New Peterson Lake	USA	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	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	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	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)
Peixe Angical	Brazil	H	Tocantins	3	04/02	- /04	- /05	09/06	39	400	500	582							300	300	70	0	(-) -
Ghatghar (Lower dam)	India	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	H	Harsit	3	07/05	10/06	04/07	09/08	38	144	87	101	0.10	(1)	0.80	(1)	0.80	(12)	300	300	100	100	(N)
Elkwater Fork	USA	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)
Ulu Sepri (formerly Batu Hampar)	Malaysia	W	Batu Hampar	3	11/07	10/09	04/10	05/10	65	236	200	203		(3')		(10)		(10)	300	1200	65	120	(F)
Shaizhu [A]	China	H	Xima	3	- /06	- /08	- /10	- /11	72	160		100
Saizhu [A]	China	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)*			120 100	0	(-) -
Güneysinir Alanözü	Turkey	I	Yangılı	3	- /13	- /14	- /15	- /15	38	270	71
Cacimba Nova	Brazil	I W		3	- /13	- /14	- /16	- /16	18	196	52
Divaresh	Iran	I W	Kharshak	3	- /13	- /15	- /21	- /23	45	195
Gümüshane Bahçecik	Turkey	W	Şenkale Deresi	3	06/17	11/18	- /21	- /22	67	273	148		0.10	(1)	0.80	(1)*			300	300			(N)
Akçali-1	Turkey	I	Sağın Creek	3	- /16	- /19	- /23	- /24	43	291	120		0.10	(1)	0.80	(1)*	0.80	(12)	300	300			(F)
Bahçecik	Turkey	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.

Thornlea

Full Dam Information

Details

Country: South Africa

Owner: -

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: -

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: -

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: -

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 -

Sishanping

Full Dam Information

Details

Country: China

Owner: -

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: -

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: -

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: -

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: -

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)

Peixe Angical

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Tocantins

Reservoir capacity: 3 m³x10⁶

Construction Dates

Start of Project: 04/02

Start of RCC: 04/02

End of RCC: -/05

End of Project: 09/06

Specifications

Height: 39 metres

Length: 400 metres

Volume of RCC: 500 m³x10³

Total volume: 582 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)
70

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

Ghatghar (Lower dam)

Full Dam Information

Details

Country: India

Owner: -

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: -

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: 144 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: -

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)

Ulu Sepri (formerly Batu Hampar)

Full Dam Information

Details

Country: Malaysia

Owner: -

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: 65 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	1200

Cementitious material

Cement (kg/m³)
65

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

Ulu Sepri (formerly Batu Hampar) completed

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: -

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)
120
100

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

Güneysinir Alanözü

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: Yangılı

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: 270 metres

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: -

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

Divaresh

Full Dam Information

Details

Country: Iran

Owner: -

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: -

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

Gümüshane Bahçecik

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Şenkale Deresi

Reservoir capacity: 3 m³x10⁶

Construction Dates

Start of Project: 06/17

Start of RCC: 06/17

End of RCC: -/21

End of Project: -/22

Specifications

Height: 67 metres

Length: 273 metres

Volume of RCC: 148 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
0.10	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)

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

Akçali-1

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: Sağın Creek

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: 291 metres

Volume of RCC: 120 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
0.10	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)

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

Bahçecik

Full Dam Information

Details

Country: Turkey

Owner: -

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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