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In this section the technical information of the project is presented in form of the following items:
Body specifications
 
Item
Quantity
Dam type RCC
Crest width 8 m
Height from foundation 158 m
Foundation width 157 m
Crest length 211 m
Total body volume 1.1 million m3
 
Body specifications
Reservoir specifications
Item
Quantity
Total volume of reservoir 228 million m3
Width of reservoir 200 m (average)
Area of reservoir 4.11 km2
Normal level 1756 masl
Length of reservoir 20 km
Reservoir specifications
Diversion system
Item
Quantity
Item
Quantity
Number of diversion tunnels
1 Internal diameter after lining 8 m
Length of diversion tunnel 369 m Volume of open-cut excavation 11200 m3
Typical cross Section Cirde Volume of underground excavation 24000 m3
Type of  lining Concrete Type, Height and volume of upstream cofferdam
Rockfill, 21.6m,
18000 m
Excavation diameter 9.52 m Type, Height and volume of downstream cofferdam
Rockfill, 11m,
3120 m
Diversion system
Instrumentation
In this regard no data exists.
Instrumentation
Spillway
Item
Quantity
Type of spillway Free Steppted+Gated Spillway
Discharge capacity 2900 m3/s
Spillway
Quarries and their specifications
In this regard no data exists.
Quarries and their specifications
General specifications of powerhouse
Item
Quantity
Type of powerhouse Surface
Annual energy generation 986 GWH

Installation capacity

450 MW

Type of turbine

Francis with vertical shaft
General specifications of powerhouse
Specifications of powerhouse equipments
Item
Quantity
Item
Quantity
Number of turbines 2 units Outlet power of each generator 225 MW
Power of each turbine 230 MW Nominal voltage of each generator 1507 KW
Maximum output 95.12% Speed of rotation of each generator 300 rpm
Design height of turbine 431 m
Nominal current of generator
9300 A
Manufacturer of turbine Alstom (China) Manufacturer of generator
Alstom
Number and type of generators 2 units
Specifications of powerhouse equipments
Specifications of powerhouse building
In this regard no data exists.
Specifications of powerhouse building
Specifications of powerhouse outlet tunnels
In this regard no data exists.
Specifications of powerhouse outlet tunnels
Specifications of powerhouse waterways
In this regard no data exists.
Specifications of powerhouse waterways
Technical specifications of post and switchyard
In this regard no data exists.
Technical specifications of post and switchyard
Specifications of tunnels
Item
Quantity
Item
Quantity
Length of intake tunnel
1270 m Average diameter of penstock 4 m
Diameter of intake tunnel 6 m Number of surge tanks 2
Type of lining Concrete Type of surge tanks Throat baffle
Number of penstocks 2 lines Height of surge tanks
130 m
Length of each penstock 2400 m Diameter of surge tanks 5 m
Specifications of tunnels
Intake structures
Item
Quantity
Item
Quantity
Number of openings
3 Number of stoplog gates 12
Width of opening 6.3 m Type Mobile, control from level of 1763.2
Height of opening 15.46 m Type of inlet gate Radial
Intake level 1707 Width of gate 4.8 m
Maximum design flow 115.6 m3/s Height of gate 6 m
Design head 55 m Minimum operation level 1721
Intake structures
Outlet structures
In this regard no data exists.
Outlet structures
Access roads and bridges
1- Technical specifications of access roads
 
Item
Quantity
Renovation road from Horr-Abad to Gardaneh-Namak(2nd grade asphalt road) 20 km
Access road from Gardaneh-Namak to powerhouse(B2) Approximately 22 km
Width of the road 7 m
Embankment volume of B2 road 1.2 million m3
Excavation volume of B2 road 3.2 million m3
Length of separating walls Approximately 3400 m
 
2- Technical specifications of the bridges
 
A metal bridge with the width of 33 m is constructed in front of the access tunnel to the dam heel (T2).
 
3- Technical specifications of access tunnels
 
Item
Quantity
Length of access tunnel to dam crest (T1) 1500 m
Length of access tunnel to dam heel (T2) 1450 m
Cross section U shape
Height of tunnels 8.5 m
Width of tunnels 8.5 m
Volume of underground excavation Up to 175000 m3
Concrete placement volume Approximately 6500 m3
Access roads and bridges
Complementary operations
1- Permanent buildings:

Erection of following buildings has been taken into consideration due to considerable distance between the site and nearest city (Aligoodarz) for accommodation of site personnel of client and consultant as well as provision of office space:
 
Item
Description
Area

1

Guest houses and Kitchen 5500 m2

2

Office buildings and assembly hall 2200 m2

3

Gymnasium 800 m2

4

Auxiliary and miscellaneous buildings such as warehouse, gas station, clinic, bascule etc.

1500 m2(approx)

5

Landscaping and covered parking area

10 acres (approx)

2- Infrastructure facilities:

Following major activities have been taken into consideration for infrastructure facilities:

- Diesel power plant with the capacity of 5 Mega Watt


- Water supply network (potable and industrial water) including 5 underground and  aerial water storages and approx 20 kilometers of water supply network

-Satellite data transmission facilities for exchanging of information/ telecommucation between IWPC Head Office and Site


- Facilities include gas station and weight-bridge

Complementary operations

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