Cheshura HPP

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Cheshura HPP www.energy.gov.ge

Transcript of Cheshura HPP

Page 1: Cheshura HPP

Cheshura HPP

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Page 2: Cheshura HPP

Cheshura HPP is located in Racha - Lechkhumi and Kvemo Svaneti region, Oni

district, village Gona on the river Chashuri.

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Installed Capacity - 7.50 MW

Average Annual Generation – 32.40 GW/h

Regulation Type – Run-off-the-river

Capacity Usage Ratio – 49.32%

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Construction Cost – 11.25 million USD

Construction Period – 2 years

Domestic Tariff – 4.8 USc/kWh

Export Tariff – 8 USc/kWh

Project IRR – 15%

Project NPV – 3.88 million USD

Equity IRR – 23%

Equity NPV – 4.24 million USD

Payback Period – 9 years

Note: All the calculations are based on preliminary

assumptions. Therefore any clarifications will

cause appropriate changes in the final results.

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Site Location: - Racha-Lechkhumi and Kvemo Svaneti region, Oni district, village Gona

- Name of the River: Chashuri

- GPS Coordinates: X=381137 Y=4737406

HPP Type: Diversion, Run-off-the-river

Site Description: Head unit, diversion pressure pipeline, surge tank, turbine conduit, power house, tailrace channel.

Head unit conveys Tyrolean weir, height - 5.0m, which ensures maximum water discharge, reinforced concrete water intake and silt basin with sluice. Diversion is a pressure pipeline, diameter - 1.4m, length - 4.6km.

At the end of the diversion there is a metal surge tank, dimensions - 4.0x18.0m. Turbine conduit is represented by 1.2m diameter metal pipe. Power house dimensions - 12.0x24.0m, height - 18.0m. Tailrace channel is rectangular reinforced concrete construction, dimensions - 1.5x1.5m, length - 120.0m.

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Technical Parameters

Installed Capacity MW 7.50

Average Annual output GWh 32.40

Autumn-winter (Oct-March) generation GWh 5.23

Capacity usage ratio/Efficiency % 49.32

Type of regulation Run-off-the-river

Scheme of energetic usage potential Partial

Hydrology

Hydrological Data (number of years) Year 24

Year of the average multi annual discharge Year 1975

Catchment area km2 48.20

High water flow m3/sec 2.82

Average water flow m3/sec 2.15

Low water flow m3/sec 1.66

PMF (1%) m3/sec 86.00

Rated water discharge m3/sec 3.60

Maximum gross head m 247.40

Minimum gross head m 230.50

Reservoir

Full supply level (FSL) masl 1800.00

Minimum Operation level (MOL) masl Unnecessary

Total volume at FSL mln. m3 Unnecessary

Active reservoir level mln. m3 Unnecessary

Dam

Type Tyrol

Crest Elevation masl 1799.60

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Spillway

Type Unnecessary

Crest Elevation masl Unnecessary

Length of spillway crest m Unnecessary

Reservoir elevation during PMF masl 1801.50

Spillway capacity at reservoir level PMF m3/sec 86.00

Water intake

Sill elevation masl 1797.00

Stop log type and number Flat surface

Quantity unit 1

Sluice or bottom spillway

Type and number Unnecessary

Quantity unit Unnecessary

Dimensions (w x h) or (d) m Unnecessary

Diversion

Type of diversion Conduit

Dimensions (w; l) or (d; l) m 1,4; 4600

Stilling basin or shaft

Dimensions (w x l) or (d ) m 4x18

Powerhouse

Type Above-ground

Dimensions (w x h x l) m 12x18x24

Elevation of tailrace outlet sill masl 1555.00

Tailrace

Type Covered channel

Dimensions (w x h) m 1,5x1,5

Elevation of outlet sill masl 1550.80

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Turbines/Generators

Turbine Type and number F. HLA 179-WJ-71; 2

Rated discharge m3/sec 1.80

Rated output MW 3.89

Maximum output MW 4.32

Generator Type SF 4000-8/1430-1730

Generator nominal output MW 3.75

Generator nominal output rpm 1500

Transformers

Type Three-phase

Number unit 2

Nominal power MVA 4.2

Transformer dimensions (l x w x h) m 5,8x3,5x5,3

Seismic background of the construction site

Richter scale Magnitude 6.7

Economic - Financial Parameters

Costing mln. USD 11.25

Duration of the construction Year 2.00

Investment per 1 kV Thousand USD 1.50

Investment per 1 kV/h USD 0.35

Revenue per USD spent (Average price new HPP - 4,8 cents) USD 0.15

Estimated carbon credit generation T. 11.3

Social and Environmental Parameters

Special environmental requirements

Social Impact Additional workplace; Development of infrastructure

Ecological risks Low

Transmission lines

Parameters kV 35

Distance to inter connection point km 5.00

Infrastructure

Existing roads Gravel

Roads to be constructed km 0.50 www.energy.gov.ge

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Number of observed years – 24

Chosen Year - 1975

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