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,
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,
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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