This is Water supply course. Please use HARDY-CROSS method and DARCY-WEISBACH equation to solve this problem. Use initial value by your own. Please write it neatly and provide the solution fast. Need it urgently please.
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150 lit/s 35 lit/s A B С D 35 lit/s E F 35 lit/s 45 lit/s
150 lit/s 35 lit/s A B С D 35 lit/s E F 35 lit/s 45 lit/s
Design the water distribution network given below by using the Hardy-Cross method. Use the Darcy-Weisbach equation for head losses. Initial guesses should be different for all students. £= 0.06 mm v= 1.14 x 10-6 m/s Pipe Length (m) Diameter (mm) AB 500 250 BD 400 150 AC 400 300 CD 500 250 CE 400 250 EF 500 150 DF 400 200 f= LV2 [L" (1,700 + 4) =Po [ ] 1.325 E 5.74 3.70 D + Re0.9 h f D2g
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