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North Eastern Electric Power Corporation Limited

(A Government of India Enterprise)


TUIRIAL HYDRO ELECTRIC PROJECT (60 MW)

 
 
     Introduction    
     Layout
     Salient Features
     Present Status

     Photo Gallery
 
 

 

 

 

INTRODUCTION
Name
TUIRIAL HYDRO ELECTRIC PROJECT
Location

Mizoram, Aizawl District

Approach To the Project

The project is accessible from Silchar ( Assam ) via Baghbazar, Vairengte, Saiphai, Saipum to project site. The nearest rail head is Silchar in Assam and the civil airport is at Aizwal in Mizoram.

Capacity
60 MW ( 2 x 30 )
Cost Of The Project
The project was cleared for investment in July' 1998. The latest approved cost of the project is Rs. 802.79 crores (including IDC Rs.40.05 crores at October' 2004 Price Level)
Commissioning Time
The original commissioning schedule of the project was July' 2006 .
But due to agitation called by the Tuirial Crop Compensation Claimants Association w.e.f 09-06-04, the progress of work of the Project came to a stop .All construction work has been kept suspended till a decision is received from MOP. Revised - 3(three) years from resumption of works.
Other Details

The Dam of the project is being constructed across river Turial with power house at the toe of the dam on the left bank . Tuirial is a tributary of the river Barak, which is one of the main river systems of the region flowing into Bangladesh.
The project parameters comprises of construction of :

i)75 m high zoned- earthfill dam
ii)Two nos. of Diversion tunnel of dia 8 m ( lined) & length 770m.
iii)Power tunnel: Modified Horse shoe shapped.
iv)Open chute spillway with Crest elevation of Ogee Weir 76.6 m
v)Power house: vertical Francis Turbines operating under a head of 56 m,
vi)Tail race joining into the main river.
 

PIB was held on 04.06.2010. CCEA of the project is awaited. The work will resume after receipt of the CCEA clearance.

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LAYOUT  
Tuirial Schematic Layout Diagram
 
 
SALIENT FEATURES TUIRIAL HYDRO ELECTRIC PROJECT
Location

District

Aizawl

State

Mizoram

Hydrology

Catchment Area

1861 Sq. Km

Maximum Flood (PMF)

9000 Cumecs

Reservoir

Emergency Reservoir Level (ERL)

96.50 m

Maximum Reservoir Level (MRL)

95.20 m

Full Resevoir Level (FRL)

90.50 m

Minimum Draw Down Level (MDDL)

68.00 m

Live Storage Volume

715 Million Cum

Gross Storage Volume

1400 Million Cum

Reservoir Surface Area at FRL

45 Sq. Km

Length of Reservoir at FRL

85 Km

Main Dam

Type of Dam

Zoned Earth Fill Dam

Maximum Height above river bed level

75.00 m

Elevation of Dam crest

97.00 m

Length of the Dam crest

250.00 m

Fill Volume

2.8 Million Cum

Saddle Dam

Location

2.5 Km NE of the main Dam

Dam Type

Earth Fill dam

Maximum Height

20.00 m

Fill Volume

50,000 Cum

Length of Dam Crest

100m

Elevation of Dam Crest

96.60 m

Spillway

Type

Weir with 3 (three) Radial Gates and Open Chutes.

Design Flood

4450.00 Cumecs

Crest Elevation of Ogee

76.60 m

No. and size of Radial Gate

3 (three) nos. of 10 m x 14 m each.

Diversion Tunnel

Invert Level

27.00 m

Shape

Modified Horse-Shoe

Number & Diameter

2 (two) nos. Tunnels of 8.00 m each

Length between Portals

780.00 m each

Low level outlet

Invert level

38.80 m

Number & size of Gates (width/height)

2 (two) nos., 2.00 m x 3.00 m & 2.00 m x 3.35 m

Discharge Capacity at FSL

200 Cumecs

Power Tunnel

Invert level

54.0m

Type of inlet

Bellmouth

Shape

Circular, modified horse-shoe.

Diameter (i) Concrete lined & (ii) Steel lined

(i)8.00m/6.00m & (ii) 5.60m/3.60m

Length

240.00m/140.00m/80.00m/2x30.00m

Design Discharge

131.00Cum/sec

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PRESENT STATUS

Sl. No.

ACTIVITY

Unit

Cummulative Progress

Remarks

1

MAIN DAM

The Cost Estimate has now been revised at January 2008 price level and vetted by Central Electricity Authority at Rs.802.79 Crs. (Hard Cost). Financial re-structuring is done to contain the tariff at Rs. 3.70 per unit at which the Govt. of Mizoram has agreed to purchase the entire power. Proposal to be placed befor PIB for concurrence. Decision for resumption of works is yet to be taken.

i) Excavation

Cum

71600.00

2

SADDLE DAM

i) Excavation

Cum

18341.00

ii) Filling

Cum

43197.00

3

SPILLWAY

i) Excavation

Cum

1574801.00

4

DIVERSION TUNNEL

i) Open excavation

Cum

374879.00

ii) Boring of Diversion Tunnel

Cum

60299.00

iii) Boring of Gate shaft ( On DT-1 and DT-2 )

Cum

3740.00

iv) Permanent Steel Rib Structure

MT

391.00

v) Concreting

Cum

12694.00

5

POWER HOUSE

i) Open excavation

Cum

74978.00

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CONTACT PERSON
 
Name: R B Sharma
Designation: Deputy General Manager(C)
Tel No: 03837 263248, 263207
 
 
 
PHOTO GALLERY
 

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