Table below are monthly flows (for 3 months) for a period of low runoff on a small stream corresponding monthly rainfall and normal monthly pan evaporation. Assuming demand ( 500 - rainfall )acre-ft. Assume the average water surface area 400 acres and runoff coefficient of the flooded land to be 0.2, pan evaporation coefficient 0.7? Month January February Flow(acre-ft) 600 250 Rainfall(in) 6 3 Normal pan 0.2 evaporation(ft) 0.29 Rainfall(acre- ft) ... ... Normal pan ... ... evap(acre- ft) Table below are monthly flows (for 3 months) for a period of low runoff on a small stream corresponding monthly rainfall and normal monthly pan evaporation. Assuming demand ( 500 - rainfall )acre-ft. Assume the average water surface area 400 acres and runoff coefficient of the flooded land to be 0.2, pan evaporation coefficient 0.7? Month January February Flow(acre-ft) 600 250 Rainfall(in) 6 3 Normal pan 0.2 evaporation(ft) 0.29 Rainfall(acre- ft) ... ... Normal pan ... ... evap(acre- ft)