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Dimensions: Height: 95 metres

Please note: only dams ≥ 15m which have been completed, are under construction, or due to begin RCC placement in the current year are included in the table below.

Results are sorted in the following order: Finish of RCC, Start of RCC, Finish of Project, Start of Project, Height and alphabetical by Dam Name.

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Name	Country	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)
Jordão	Brazil	H	Jordão	110	05/94	01/95	02/96	09/96	95	550	570	647	V	(1)	0.74	(3)*	0.74	(12)	400	400	60	15	(N)
Platanovryssi	Greece	H I	Nestos	84	01/89	10/95	03/97	06/99	95	305	420	440	0.10	(14)	0.75	(14)*	0.75	(13)	300	300	50	225	(C)
Kubusugawa	Japan	F H I W	Kubusu	10	03/93	04/98	- /99	10/02	95	253	364	469	V 0.40	(1) (1)	0.78	(1)	0.78	(1)	250	750	84	36	(F)
Khun Dan Prakan Chon (formerly Tha Dan)	Thailand	I	Nakhon Nayok	224	11/99	03/01	07/04	01/05	95	2600	4900	5400	V 0.40	(14)	0.80	(14)*	0.80	(14)*	300	300	90	100	(F)
Jupudu	China	H	Lixian (Black)	174	11/04	- /05	- /06	- /07	95	320	480	800	V 0.20	(3)	0.80	(3)	0.80	(3)
Longqiao [A]	China	H R	Yu	26	12/05	03/06	02/07	05/07	95	156	135	160	curve	(3')	curve	(3)		(3)
Fengman	China	H	Songhuajian	10377	- /00	- /03	- /07	- /10	95	1068		2700
Tiechuanqiao [A]	China		Yupaojiang	25	- /07	- /08	- /10	- /11	95
Kargi	Turkey	H	Sakarya	50	- /11	- /15	12/16	06/17	95	270	535
Gölecik	Turkey	I W	Gölecik	36	12/16	02/21	06/24	- /24	95	424		900	V	(3')	0.80	(3')*	0.80	(12)	300	300	72	48	(F)

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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.

Jordão

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Jordão

Reservoir capacity: 110 m³x10⁶

Construction Dates

Start of Project: 05/94

Start of RCC: 05/94

End of RCC: 02/96

End of Project: 09/96

Specifications

Height: 95 metres

Length: 550 metres

Volume of RCC: 570 m³x10³

Total volume: 647 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.74	RCC against formwork [stepped face]

Spillway

Slope	Type
0.74	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
400	400

Cementitious material

Cement (kg/m³)
60

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

Platanovryssi

Full Dam Information

Details

Country: Greece

Owner: -

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Nestos

Reservoir capacity: 84 m³x10⁶

Construction Dates

Start of Project: 01/89

Start of RCC: 01/89

End of RCC: 03/97

End of Project: 06/99

Specifications

Height: 95 metres

Length: 305 metres

Volume of RCC: 420 m³x10³

Total volume: 440 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.10	Slip-formed/extruded facing elements

Downstream

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

Spillway

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

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
50

Pozzolan (kg/m³)	Pozzolan Type
225	High-lime flyash (ASTM Class C)

Kubusugawa

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

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

River: Kubusu

Reservoir capacity: 10 m³x10⁶

Construction Dates

Start of Project: 03/93

Start of RCC: 03/93

End of RCC: -/99

End of Project: 10/02

Specifications

Height: 95 metres

Length: 253 metres

Volume of RCC: 364 m³x10³

Total volume: 469 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork
0.40	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)

Khun Dan Prakan Chon (formerly Tha Dan)

Full Dam Information

Details

Country: Thailand

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: Nakhon Nayok

Reservoir capacity: 224 m³x10⁶

Construction Dates

Start of Project: 11/99

Start of RCC: 11/99

End of RCC: 07/04

End of Project: 01/05

Specifications

Height: 95 metres

Length: 2600 metres

Volume of RCC: 4900 m³x10³

Total volume: 5400 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Slip-formed/extruded facing elements
0.40

Downstream

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

Spillway

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

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
90

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

Khun Dan Prakan Chon (formerly Tha Dan) completed

Jupudu

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Lixian (Black)

Reservoir capacity: 174 m³x10⁶

Construction Dates

Start of Project: 11/04

Start of RCC: 11/04

End of RCC: -/06

End of Project: -/07

Specifications

Height: 95 metres

Length: 320 metres

Volume of RCC: 480 m³x10³

Total volume: 800 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork
0.20

Downstream

Slope	Type
0.80	RCC against formwork

Spillway

Slope	Type
0.80	RCC against formwork

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Longqiao

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): Hydropower / Recreation

River: Yu

Reservoir capacity: 26 m³x10⁶

Construction Dates

Start of Project: 12/05

Start of RCC: 12/05

End of RCC: 02/07

End of Project: 05/07

Specifications

Height: 95 metres

Length: 156 metres

Volume of RCC: 135 m³x10³

Total volume: 160 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
curve	RCC against formwork

Spillway

Slope	Type
	RCC against formwork

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Fengman

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Songhuajian

Reservoir capacity: 10377 m³x10⁶

Construction Dates

Start of Project: -/00

Start of RCC: -/00

End of RCC: -/07

End of Project: -/10

Specifications

Height: 95 metres

Length: 1068 metres

Volume of RCC: -

Total volume: 2700 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

Tiechuanqiao

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): unknown

River: Yupaojiang

Reservoir capacity: 25 m³x10⁶

Construction Dates

Start of Project: -/07

Start of RCC: -/07

End of RCC: -/10

End of Project: -/11

Specifications

Height: 95 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

Kargi

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Sakarya

Reservoir capacity: 50 m³x10⁶

Construction Dates

Start of Project: -/11

Start of RCC: -/11

End of RCC: 12/16

End of Project: 06/17

Specifications

Height: 95 metres

Length: 270 metres

Volume of RCC: 535 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

Gölecik

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Gölecik

Reservoir capacity: 36 m³x10⁶

Construction Dates

Start of Project: 12/16

Start of RCC: 12/16

End of RCC: 06/24

End of Project: -/24

Specifications

Height: 95 metres

Length: 424 metres

Volume of RCC: -

Total volume: 900 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

Slope	Type
0.80	RCC against formwork (GEVR/GE-RCC) [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)
72

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

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