Given a portion of a water supply pipe network system below. Determine the actual flow in each pipe and the respective head losses. Assume flow in pipes AB and BC in loop Il and I respectively equal...

Extracted text: Given a portion of a water supply pipe network system below. Determine the actual flow in each pipe and the respective head losses. Assume flow in pipes AB and BC in loop Il and I respectively equal to 0.142 m/s clockwise and 0.038 m/s clockwise for the first trial. Use Manning's Equation with n = 0.011. Length (m) 700 800 Diameter (cm) Pipes AB 30 BC 15 CD 1100 25 DE 650 35 EA 300 10 BD 1500 10 Qq = 0.15 m'ls QA = 0.10 m/s Qc = 0.10 m'/s Loop I Loop II E A Q = 0.15 m'/s