Calculate the head losses and the corrected flows in the various pipes of a distribution network shown in figure. Make use of Hardy-Cross method with Hazen William equation. Compute the corrected flows after one correction. 801/s 101/s A D E K=373 49.9 1/s K-1615 7.91/s K=2690 K-6580 K=10940 B K-1615 C 221/s F 15 l/s K-6580 361/s 31/s (b) Explain briefly about balancing storage of a distribution reservoir?