Reservoir

Data: future population: pf = 909.00 inhabitants. endowment: dot = 100.00 lit/inhab/day maximum daily consumption qmd = 1.5 x pf x dot. 1.58 liters calculation of the volume of the reservoir volume of regulation (v1); considering 25% of qm: v1 = 0.25 * qmd *86400/1000 34.09 m3 volume assumed for the design: 35.00 m3