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About Griar department - HPP :::

  

   At the moment the power of operating HPP Sevan-Hrazdan, Vorotan cascades and 29 – small HPPs’ annual production of electric power on the average formulates 1009 MW, and 1600 billion kWh. In 1998 from all energy made in Armenia, approximately 32 % was on a share of HPPs, 56 % - on a share of thermal and 12 % on nuclear. In immediate prospects due to construction 45 SHPP with capacity of 107 MW recommended by the “Scheme of development of small hydro energy of Armenia”, as prime,  the share of hydraulic power will increase up to 45-50 %.

   

PROGRAM OF “GRIAR” CJ-SC ON CONSTRUCTION OF SHPP-s

(SMALL HYDRO POWER PLANTS)

IN THE TERRITORY OF THE REPUBLIC OF ARMENIA

 

It is in the strategic plans of “Griar” Company for the next few years the construction of a network of Small Hydro Power Plants in the territory of the Republic of Armenia.

“Commission on Regulation of public utilities of RA” at the Government of the Republic of Armenia creates favorable legal and economic conditions for the construction of Small HPP, specifically by setting a fixed tariff for the next 15 years and law guarantee of sale of 100% of electric power to “ArmNetwork” CJ-SC (Decision N20n dated 09.02.2004 and N167n dated 08.11.2005). In the present “Commission on Regulation of public utilities of RA” at the Government of the Republic of Armenia set a fixed tariff at 0.045 USD without VAT. It guarantees fixed profit from the existing HPP-s and defines the potential monetary flows of the operated stations for the next 15 years.

Thus, the development of alternative power engineering in Armenia has advantages as compared with other directions of industry, especially, taking into account the experience and qualified management.

The construction of a cascade of SHPP on Getik and Megri rivers is supposed, as well as of one comparatively large Hydro Power Station on river Pambak.

Our organization “Griar” CJ-SC has licenses for the construction of five Small hydro power plants in the territory of RA, that is: SHPP Getik-1, SHPP Megri, SHPP Pambak, SHPP Getik-2 and SHPP Agstev-6. However the analysis showed that instead of construction of the last two hydro power plants, the construction of Getik-2 and Getik-3 with better parameters is more expedient.

 

Cascade of Stations on River Getik 

Cascade of Stations on river Getik constitutes three successive stations Getik-1, Getik-2 and Getik-3. In the present station Getik-1 is the most developed one. The work draft of the station is made; the draft underwent both technical and ecologic State examinations of experts.

Stations Getik-2 and Getik-3 are developed on the levels of technical-economic substantiation.

 

HPP “Getik-1”

 

         Static head                                        H=250m

         Estimated pressure                            H=187m to 245m

         Flow                                                  Q=4,2 to 0,25m3/s

         Penstock                                           L=7250m, D=1200mm

         The height of tail water above sea level –       1280m

         Capacity                                           6,5 MW

         Power generation                              20.1 mln kWh

 

It is estimated that 6,5 mln USD  +/-10%  (including VAT) equity is required to implement this project.

 

HPP “Getik-2”

 

         Static head                                        H=140m

         Estimated pressure                            H=120m to 140m

         Flow                                                  Q=4,2 to 0,25m3/s

         Penstock                                           L=5750m, D=1400mm

         The height of tail water above sea level –       1140m

         Capacity                                           4,5 MW

         Power generation                              15.2 mln kWh 

It is estimated that 4,5 mln USD  +/-10%  (including VAT) equity is required to implement this project.

 

HPP “Getik-3”

 

         Static head                                        H=140m

         Estimated pressure                            H=124m to 141m

         Flow                                                  Q=4,2 to 0,25m3/s

         Penstock                                           L=5500m, D=1400mm

         The height of tail water above sea level –       1000m

         Capacity                                            4,5 MW

         Power generation                              15.5 mln kWh 

It is estimated that 4,5 mln USD  +/-10%  (including VAT) equity is required to implement this project.

 

 

Cascade of Stations on River Megri 

Cascade of Stations on river Megri constitutes two successive stations Megri-1 and Megri. At the present station Megri is the most developed one. The work draft of the station is made; the draft underwent both technical and ecologic State examinations of experts. At our disposal we also had the draft of Megri SHPP, made by German Company “Fichtner”, however we found it necessary to make some changes in that draft, which was reflected in the work draft.

Station Megri-1 is developed on the level of technical-economic substantiation. 

 

HPP “Megri” 

         Static head                                         H=270m

         Estimated pressure                             H=224m to 265m

         Flow                                                  Q=3,2 to 0,3m3/s

         Penstock                                           L=5250m, D=1200mm

         The height of tail water above sea level –       1170m

         Capacity                                           6,5 MW

         Power generation                              22.1 mln kWh 

It is estimated that 7,0 mln USD  +/-10%  (including VAT) equity is required to implement this project.

 

HPP “Megri-1” 

         Static head                                        H=220m

         Estimated pressure                            H=190m to 215m

         Flow                                                  Q=1,8 to 0,2m3/s

         Penstock 1                                        L=3000m, D=820mm

Penstock 2                                        L=3200m, D=630mm

         The height of tail water above sea level –       1443m

         Capacity                                           3,0 MW

         Power generation                              9.2 mln kWh 

It is estimated that 3,5 mln USD  +/-10%  (including VAT) equity is required to implement this project.

 

Station Pambak 

Station Pambak is developed on the level of technical-economic substantiation. Works on work draft of the station have started. The Hydrologic, topographic and geologic explorations of Pambak hydro power station are finished.

 

HPP “Pambak” 

         Statik head                                        H=177m

         Estimated pressure                            H=169m to 174m 174m

         Flow                                                  Q=15,0 to 3,6m3/s

         Derivation part: water is taken into derivation tunnel. Derivation tunnel is constructed in the rock and has length of 5300m and internal diameter 3m. Penstock – 3 line  L=500m, D=1200mm

         The height of tail water above sea level –       1024m

         Capacity                                           21.0 MW

         Power generation                              83.9 mln kWh 

It is estimated that 22,0 mln USD  +/-10%  (including VAT) equity is required to implement this project.

The market prices of materials and equipment were takes as a base for the evaluation and calculation of the building value. However, the Company has resources to buy several materials for below-market price. Besides, “Griar” CJ-SC has a large building-assembling organization, which may carry put building works. As the experience and evaluations show there is a possibility of lower really the value of constructing Hydro Power Plant for 10-20%.

 The summary table of all Small HPP with the calculation of real value construction /-15%/ is below:

Name of SHPP

Set capacity

in kWt.

Quantity of electric power per year

in mln.kWt/h

Sale of electrical power per year

in thaus.$

Building terms

in months.

Needed capital in thaus.$

Getik-1

6500

20.1

1.085

18

5500

Getik-2

4500

15.2

821

18

3800

Getik-3

4500

15.5

837

18

3800

Megri

6500

22.1

1193

18

6000

Megri-1

3000

9.2

497

12

3000

Pambak

21000

83.9

4531

48

18700

Total

46000

166.0

8.964

 

40800

 

The Company is interested in different types of cooperation in the sphere of constructing small HPP on the territory of Armenia. If the Company receives a long-term credit (or a companion-investor) the construction of the designed HPP is foreseen by stages.

Taking into consideration that the most ready for the construction are Getik-1, Megri and Pambak stations we intend to the construction of these stations at the same time (at first priority). The incomes of Getik-1 and Megri stations exploitation 18 months are intended to be directed to the construction of Getik-2, Getik-3, Megri-1 SHPP. Construction of HPP of the second turn - Getik-2, Getik-3, Megri-1 SHPP will start at the beginning of the second year and end 18 later (see schedule of money means invested in the construction).

 

“Griar” CJ-SC suggests the investors to establish a joint organization for construction of SHPP on the territory of RA and investment of construction.

 

       First variant 

 The investor invests 32.0 mln. USD by stages into the program:

     1st year                 10.0 mln. USD

     2nd year                16.0 mln. USD

     3rd year                  6.0 mln. USD 

Moreover, the investor becomes the owner of 50% of shares of the program (with the value of 41 mln. USD). The calculations show that we will start to get incomes starting from the 5th year. It is necessary to take into consideration that 4.5 years after starting the construction the total value of building-assembling works will reach 41 mln. USD at the account of operational SHPP Getik-1, 2, 3, Megri, Megri-1 (see schedule of Variant-1).

 

        Second Variant 

       The Investor invests 32.0 mln. USD into the program as in the first variant. The return of the invested money to the investor starts from the fifth year after the beginning of construction and ends at the end of eighth year. The Investor owns 50% of shares within the period of 5 years, having at the same time income of 22.5 mln. USD (see schedule of Variant-2)

 

        Third Variant

      The Investor draws a credit for 12 years for the mentioned program with the total value of 42.8 mln. USD by stages with 10% rate per year.

      1st year        11.0 mln. USD

      2nd year       18.6 mln. USD

      3rd year         9.2 mln. USD

      4th year         4.0 mln. USD 

Percent are paid each year, and the return of the basic sum of the credit starts from the fifth year after the beginning of construction and ends at the end of eleventh year. (see schedule of Variant-3).