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3. The water flow in the concrete pipe looping system shown in the figure below is 15 ft/s. Compute the head loss from point
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with GA-B=15cf 8= 3010 ch) A-8 = 0.00116 ftlft with Opg - 15cf. and felsec ChilfG -0.00345 ft/sec .:(hfJAB = 0.00116 x 2500 =QBCF = 12%, CT with O-lain and Chilgor - 30 1000 -0.030 Ft/ft .QBbf = 77cts with D-15 in fchi)gef - 30 2000 = 0.015 ft/f 48€fsi (ht) 8+ = 0.0040x 1500 -6ft Chflag = (helset (hf]8+ (hifa - 2.9+6+10.35 = 19.25ft

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