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36. Expand MWL?


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37. ______ is difference of Level between full reservoir level and top of dam.


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38. By keeping phreatic line within downstream toe, _______ can be avoided.


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39. Springs(closely coiled) are examples of _________


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40. Perennial canals are also known as ____


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41. To ensure economy in dam sections, __ should be minimum.


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42. Calculate maximum stress at base section is self weight is 4400 kN. The top and bottom width of m are 3 and 8 m respectively. Take (e) = 2.97.


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43. If maximum stress is positive, n nature of stress is ____


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44. Determine eccentricity of dam section, if base width of dam be 6m. Take Z = 5.5m.


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45. Calculate minimum stress developed at heel of dam, if self weight of dam is 924 kN and base with is 6 metres [Take e = 0.0945m].


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Dams Analysis

Expand MWL?

;

______ is difference of Level between full reservoir level and top of dam.

;

By keeping phreatic line within downstream toe, _______ can be avoided.

;

Springs(closely coiled) are examples of _________

;

Perennial canals are also known as ____

;

To ensure economy in dam sections, __ should be minimum.

;

Calculate maximum stress at base section is self weight is 4400 kN. The top and bottom width of m are 3 and 8 m respectively. Take (e) = 2.97.

;

If maximum stress is positive, n nature of stress is ____

;

Determine eccentricity of dam section, if base width of dam be 6m. Take Z = 5.5m.

;

Calculate minimum stress developed at heel of dam, if self weight of dam is 924 kN and base with is 6 metres [Take e = 0.0945m].

;