 | Discharge: Q = 10 lt/sec | Viscosity: v = 0.000001007 m2/sec
Section type: Pipe | B = 100 mm
Loss formula: William-Hazen | C = 145
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Velocity: V = 1.27 m/sec | Unit head loss: J = 0.015511 m/m
Reynold number: Re = 126,439 | Hydraulic depth: D = 0.100 m
Wet area: A = 0.007854 m2 | Wet perimeter: P = 0.314 m
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