Design the water distribution network given below by using the Hardy-Crossmethod. Use the Darcy-Weisbach equation for head losses.= 0.015v 1.14 x 106 m²/sPipeABBDACCDCEEFDFLength (m) Diameter (mm)5004004005004005004001.325[Ln (3.70 D + 5%)]5.74Re150 lit/s35 lit/sAC250150300250250150200ELV²h₁=fD2gBDF35 lit/s35 lit/s45 lit/s

Q - DischargeV - VelocityA - Area

Design the water distribution network given below by using the Hardy-Cross method. Use the Darcy-Weisbach equation for head losses. £= 0.015 E= v=1.14 x 10 m²/s Pipe Length (m) Diameter (mm) AB 500 250 BD 150 AC 300 CD 250 CE EF DF 400 400 500 400 500 400 1.325 [Ln (3.70D+54) Re 150 lit/s 35 lit/s A C E 250 150 200 LV² D2g B D F 35 lit/s 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. £= 0.015 E= v=1.14 x 10 m²/s Pipe Length (m) Diameter (mm) AB 500 250 BD 150 AC 300 CD 250 CE EF DF 400 400 500 400 500 400 1.325 [Ln (3.70D+54) Re 150 lit/s 35 lit/s A C E 250 150 200 LV² D2g B D F 35 lit/s 35 lit/s 45 lit/s

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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