Reduction of Seepage Risks by Investigation into Different Lengths and Positions for Cutoff Wall and Horizontal Drainage (Case Study: Sattarkhan Dam)

<table class="table-group" id="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr class="thead"><td class="align_left">Physical characteristics of the dam</td><td class="align_center">Description</td></tr><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td class="align_left">Dam type</td><td class="align_center">Earth dam</td></tr><tr><td class="align_left">Usage of dam</td><td class="align_center">Providing water for a portion of the agricultural lands downstream of the dam and drinking water in Ahar city</td></tr><tr><td class="align_left">Height of dam</td><td class="align_center">1459 meters above sea level</td></tr><tr><td class="align_left">Width of dam</td><td class="align_center">350 meters</td></tr><tr><td class="align_left">Maximum water level</td><td class="align_center">1451 meters above sea level</td></tr><tr><td class="align_left">Dam capacity</td><td class="align_center">The reservoir’s normal water level volume is 135 million cubic meters, and its useful volume is 120 million cubic meters</td></tr><tr><td class="align_left">Type of spillway</td><td class="align_center">Lateral free overflow with valve</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>General physical characteristics of Sattarkhan Dam.</div>

Advances in Civil Engineering

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Table 1

Table 1: Reduction of Seepage Risks by Investigation into Different Lengths and Positions for Cutoff Wall and Horizontal Drainage (Case Study: Sattarkhan Dam) 

Table 1 | Reduction of Seepage Risks by Investigation into Different Lengths and Positions for Cutoff Wall and Horizontal Drainage (Case Study: Sattarkhan Dam) 