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Gravity Dam Stability Analysis
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SHAH-WA-ARUA MULTIPURPOSE PROJECTGravity dam Stability Analysis:(Block-8)
The stability analysis of Non-overflow concrete dam has been carried out as procedure given inIS 6512 -1984 and IS 1893-1984. Section is enclosed.
Top of the dam LevelMaximum water levelFull reservoir levelMaximum Tail water levelFoundation LevelSilt level or Spillway crest levelTotal Height of the damHead at MWLHead at FRLD/S slopeBase width of damTail water depth for MWLCompressive strength of concrete fcDesign horizontal seismic coefficient (αh)Design vertical seismic coefficient (αv=3/4 x αh)Unit weight of concreteUnit weight of waterVertical density of siltHorizontal density of siltSection Modulus (Z)Distance of drainage gallery from U/SDistance of spillway crest from U/SEnd level of the spillwayCross sectional area of the spillwayC.G of the Spillway section
Non Overflow Concrete Dam
- Submitted By:
- Harish Kumar Mahavar (HarishKumarMahavar)
- Submitted On:
- 06 Mar 2018
- File Size:
- 98.00 Kb
- File Version:
- File Author:
- Harish Kumar Mahavar