Teesta - Ministry of Power
Teesta - Ministry of Power
Teesta - Ministry of Power
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32<br />
Preliminary Feasibility Report<br />
<strong>Teesta</strong> (I) HE Project (4 x 80 MW)<br />
4.3 TOPOGRAPHIC AND GEOTECHNICAL ASPECTS OF COMPONENT<br />
STRUCTURES<br />
The river <strong>Teesta</strong> from its confluence with Kalep Chhu and up to its confluence with<br />
Zemu Chhu flows N-S in a steeper gradient and is joined by Jongten Chhu,<br />
Gyamthang Chhu, Chento Chhu and Burum Chhu in the left bank while Goma Chhu<br />
meets the river in the right bank. The river and most <strong>of</strong> its tributaries are snow fed.<br />
The river valley in this stretch is generally narrow with occasional ballooning at<br />
places, especially in the vicinity <strong>of</strong> Yathang and Shacham area. The area has a rugged<br />
terrain with elevations rising from 2500 m to about 6000 m. Also the area is under a<br />
moderate to thick cover <strong>of</strong> vegetation. In the river valley, at places moraine deposits<br />
have been observed.<br />
The major left bank tributary Zemu Chhu flows NW-SE and meets <strong>Teesta</strong> near Zemu.<br />
Between Jekthang and Zemu, this nala is bound by steep N-S trending ridges. Zemu<br />
Chhu in the vicinity <strong>of</strong> Dozam is joined by Dozam Chhu and Alakhade Chhu on the<br />
left and right banks respectively. Towards Zemu, thick vegetal cover has been<br />
observed along this nala. Few settlements are observed on the banks <strong>of</strong> river <strong>Teesta</strong>.<br />
The area is approachable by a fair weather road, however, Zemu Chhu is approachable<br />
by foot track, which was reported destroyed during the current visit.<br />
4.3.1 Diversion Structure<br />
The proposed dam shall be located about 600 m downstream <strong>of</strong> the confluence <strong>of</strong><br />
Chento Chhu and <strong>Teesta</strong> River. In this stretch, the river <strong>Teesta</strong> takes an easterly<br />
convex bend and flows in a relatively wider valley. The area during the visit was<br />
covered by snow (Photo 1A & 1B). Towards the right bank the river is covered by<br />
debris material, which was noticed along the road and in the uphill. The overburden<br />
appears to be <strong>of</strong> the order <strong>of</strong> ± 30 m below the road, which comprises <strong>of</strong> boulders and<br />
pebbles in a silty/clayey matrix. Further uphill, rock exposures are exposed as steep<br />
rocky escarpments. The river course at present is flowing within a 20-25 m wide