Environmental Impact and Management Plan for Alaknanda
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EXECUTIVE SUMMARY CISMHE CCIIISSMMHHEE EEnnvviirroonnmmeennttaall IImmppaacctt aanndd MMaannaaggeemmeenntt PPllaann ffoorr AAllaakknnaannddaa HH...EE... PPrroojjeecctt,,, UUttttaarraakkhhaanndd Prepared for : GMR Energy Limited, New Delhi CENTRE FOR INTER-DISCIPLINARY STUDIES OF MOUNTAIN & HILL ENVIRONMENT University of Delhi, Delhi EXECUTIVE SUMMARY CISMHE EXECUTIVE SUMMARY 1. IIINNTTRROODDUUCCTTIIIOONN Geographically Uttarakhand is situated between 28 43’45” to 31 8’10” N latitude and 77 35’5” to 81 2’25” E longitude. For administrative purpose Uttarakhand state is divided into 13 districts (Fig 1). According to the Census of India, 2001 the population of the state is 84,89,349, which is 0.8 per cent of the total population of India. People of all faiths – Hindu, Muslims, Christians, Sikhs and Bodhs – live in the state, though majority of population is of Hindu faith. The present project, Alaknanda Hydro-electric project (300 MW) is located in Joshimath tehsil of Chamoli district in Uttarakhand. The total population of Joshimath tehsil is 39,919 (Census, 2001). There are around 16 villages in the vicinity of the Alaknanda H.E. project (within 10 km radius from the project sites). These villages fall under six revenue villages, namely Khirao, Mana, Badrinath, Lambagar, Binayak Chatti and Pandukeshwar. Only Khirao is directly affected due to the different project activities . 1.1 Salient Features of Alaknanda H.E. Project The 300 MW Alaknanda H. E. project is proposed on Alaknanda River. Alaknanda H.E. Project is proposed to be a Run of the River scheme. The project propose to generate 300 MW of power and involves construction of a 18 m high diversion barrage across the Alaknanda river 3 km downstream of Badrinath town. The 2.87 km long headrace tunnel will be of a horseshoe shape and 4.3 m dia and an underground power house is proposed near Khirao Ganga (Fig. 2). The tail water will be discharged through an underground tail water tunnel upstream of tail of reservoir of under operation Vishnuprayag H. E. project. The salient features of the project are given in Table 1. Table 1. Salient features of Alaknanda H.E. project 1. LOCATION State Uttarakhand EXECUTIVE SUMMARY CISMHE District Chamoli River Alaknanda Location of Barrage site 3 km downstream of the Badrinath Shrine on the Alaknanda River 79 0 29.7’E, 30 0 43.4’ N Location of Power House 79 0 30.3’E, 30 0 41.2’ N 2. HYDROLOGY Catchment area at the Barrage Site 1015.93 sq km Snow Catchment 660 sq km Design flood (SPF) 1780 m 3/s PMF 2880 m 3/s 3. BARRAGE & RESERVOIR Type Gated Barrage FRL 2922.0 m (three units operating) Reservoir Area 2.27 ha MOL 2920.5 m (one unit operating) Average river bed level at axis 2905.0 m Width of barrage 40 m Sill Level 2907.0 m Design discharge 1780 m 3/s (SPF) Gates 4 No radial gates, 7m wide x 15.5 m high 4. INTAKE STRUCTURE Width of Intake 4 x 10m openings at the screens Orientation with respect to barrage axis 90 0 Regulating gates 2 Nos. 3.5 m wide x 3.5 m high Design discharge 68.5 m 3/s (including silt flushing discharge) 5. DESILTING ARRANGEMENT No. and size of desilting galleries 2 nos. 11 m wide x 11.4 m deep (settling zone) Length 250 m Particle size to be excluded 0.20 mm and above Flow through velocity 0.24 m/s 6. HEAD RACE TUNNEL Size and type 4.3 m dia horseshoe section Velocity 3.68 m/s EXECUTIVE SUMMARY CISMHE Length 2,886 m Design discharge 57.1 m 3/s Slope 1:98 7. SURGE SHAFT Type Underground, restricted orifice Diameter 15.0 m Height 46 m Orifice Diameter 4.2m Top level 2941.0 m Bottom level 2895.0 m Maximum upsurge 2936.0 m Minimum down surge 2906.8 m Adit at Top 5 m dia D-section 8. PRESSURE SHAFT Main penstock 775 m long x 3.6 to 3.0 m dia Branches 1.8 m dia (unit penstocks) 9. POWER HOUSE Type Underground Installed capacity 300 MW Size of Power house 85.0 m x 20.0 m x 39.82 m Gross head 621.8 m Net head 603.20 m Centre line of jet El.2300.2 10. TAILRACE Type 5 m dia D-section Length 1780 m No. & Size of unit duct 3 Nos., 3.5 m dia D-section Bed gradient 1:300 Draft tube gates 3.5 m wide x 3.5 m high Highest Flood Level 2283 m approx 11. TURBINE No. & Type 3 nos. Pelton, vertical axis Rated Power 100.0 MW Rated net head 603.20 m Max / Min net head 619.04 m/ 603.20 m EXECUTIVE SUMMARY CISMHE Rated discharge 19.1 m 3/s per unit Speed 300 rpm Specific speed 32.13 Wheel Pitch Diameter 3.33 m 12. MAIN INLET VALVE Type Spherical Valve Diameter 1.6 m Location Inside machine hall 13. GENERATOR Type Synchronous Numbers 3 Rated Capacity 100 MW Speed 300 rpm No. of Phases 3 Frequency 50 Hz Power Factor 0.9 Rated Terminal Voltage 11 kv Excitation System Thyristor excitation system 14. GENERATOR STEP UP TRANSFORMER Location Inside Transformer cavern No. 10 Rated Bank of 3 1- φ, 127.65 MVA Voltage Ratio 11/220/ √3kV Frequency 50 Hz Type of Cooling OFWF 15. TRANSMISSION LINES (220 kV) Type Double circuit Terminating Station Kauripass (Joshimath) Total Length 17 km 16. ESTIMATED COST (2006 PRICE LEVEL) Civil Works (including preliminary and 567.01 crores Miscellaneous items) Elec / Mech Works 442.70 crores Transmission Works 20.13 crores Interest during Construction 296.77 crores EXECUTIVE SUMMARY CISMHE Escalation 125.47 crores Total project cost 1,452.08 crores Cost per MW installed 4.84 crores / MW 17. POWER BENEFITS 90% dependable year 1117.0 GWh (Design energy) 50% dependable year 1278.2 GWh 18. ECONOMIC AND FINANCIAL ASPECTS Debt Equity Ratio 70:30 Interest on loan 10.25% Loan repayment period 12 years Return on equity 14% Sale rate of energy 19. CONSTRUCTION PERIOD 67 months including commissioning 2... PPHHYYSSIIIOOGGRRAAPPHHYY The physiography of a river basin refers to the sculptures on the land surface developed by various geomorphic processes which are controlled by the prevalent climate and the internal dynamism of the earth. The Alaknanda and Saraswati valleys are U-shaped in the initial stretches; a typical feature of glaciated valleys. There are ice pinnacles, rocky knobs, moraines, cirque glaciers, valley glaciers, talus cones in the catchment of Alaknanda river. Huge dumps of rock fragments at the base of hill slopes or valley side floors, known as scree fans, is one of the most common features observed above 4,000 m. Alaknanda river has two major tributaries, the Saraswati draining the Arwa valley and Dhauliganga coming from Niti Pass. Alaknanda river originates at the water divide between Satopanth and Bhagirath glaciers (near Vashundhara Falls), flows eastward and joins Saraswati river at Mana and then flows in a SE direction up to Joshimath where it meets Dhauliganga. After this confluence, it takes a swerve and starts flowing in the SW direction to meet Bhagirathi river at Devprayag. The drainage network of the Alaknanda watershed up to the proposed barrage site is shown in Fig. 3. River Sarswati is a major tributary of Alaknanda, which receives Arwa Nala, Nagthuni Gad and Anadeb EXECUTIVE SUMMARY CISMHE Gad from left bank. In the downstream of Saraswati confluence, the river Alaknanda is joined by Kanchan Ganga at 2970 m from left bank. The first right bank tributary is Rishi Ganga. It flows eastward and confluences with Alaknanda river on its right bank near Badrinath at 2,960 m near Bamni village. Two streams from Dhamling Dhar region joined Alaknanda at 3,020 and 2,950 m respectively on the right bank. The important large tributaries with substantial water discharge joining the Alaknanda river on left and right bank at 3.36 km and 4.7 km downstream of barrage axis are Ghrit Ganga and Khirao Ganga, respectively. Before confluencing with river Bhagirathi at Deoprayag, river Alaknanda is joined by major tributaries like rivers Birahi, Nandakini, Pindar (left bank tributaries), Balkila and Mandakini (right bank tributaries). The gradient of the river channel up to power house is 1:10. The gradient of entire course (31 km) of Saraswati river is 1:17. The tributaries joining the Saraswati river on its left bank have high gradient of the order of 1:3.5. The right bank tributaries have low gradient (1:16). The profile of the Rishi Ganga joining Alaknanda on its right bank has high gradient (1:5.8). In the catchment region of Alaknanda H.E. Project, very steep (50-70%) slope category covers only 2% of the entire catchment. Moderately steep slope (15-20%) category covers about 42% of the total catchment followed by steep slope (30-50%) category covering 29% (Fig. 4). Strongly sloping (8-15%) category has a substantial coverage of 16%. Moderately sloping (2-8%) and gently sloping categories together cover about 11% of the catchment. The gently sloping (0-2%) areas cover 5.3% of the catchment. The Digital Elevation Model (DEM) formed the basis for the generation of elevation-relief and aspect maps. As evident from the relief map major part (81.5%) of the catchment area lies in the elevational range 4,400 to 6,000 m of which 27.3% lies within 5,200-5,600 m. About 9.0% of the catchment lies within 4,000-4,400 m. Only small portion (0.6%) of the area lies above 6800 m.