The areas within the contour lines at the side of a reservon and the face of the proposed dam are as Sallows Contur (m) 101 102 103 104 105 106 107 108 109 A (m²) 1000 12.800 95,200 147.600 872,500 1550,000 1985,000 2286,000 2512.000 If the bottom and full reservoir levels are 101 m and 109 m respectively, calculate the capacity of the reservoir by the prismoidal formula,

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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The areas within the contour lines at the side of a reservon and the face of the proposed dam are as
Sallows
Contur (m) 101 102
103
104
105
106
107
108
109
m) 1000 12.800 95,200 147600 872,500 1550,000 1985,000 2286.000 2512.000
If the bottom and full reservoir levels are 101 m and 100 m respectively, calculate the capacity of
the reservoir by the prismoidal formula,
Transcribed Image Text:The areas within the contour lines at the side of a reservon and the face of the proposed dam are as Sallows Contur (m) 101 102 103 104 105 106 107 108 109 m) 1000 12.800 95,200 147600 872,500 1550,000 1985,000 2286.000 2512.000 If the bottom and full reservoir levels are 101 m and 100 m respectively, calculate the capacity of the reservoir by the prismoidal formula,
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