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The annual runoff record and net evaporation of a proposed dam site are listed in the table below

Civil Engineering

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The annual runoff record and net evaporation of a proposed dam site are listed in the table below. Determine if a reservoir with a capacity of 35 *106m3 will be sufficient to supply a demand of 52% of the MAR by making use of the analytical simulation method. The evaporation calculations must be based on the initial storage area. Capacity-area relationship: V = 10A 1.2 Year 1 2 3 4 5 6 Runoff (106m3) 79 34 40 30 28 32 Evaporation (mm) 1360 1180 1440 1510 1390 1480