Q55 P-P.(1+)* wD. P.C+WoA water treatment plant (WTP) in Pulai Jaya Baru has a design water flow of 3.8 x 103 m3/d. The rapid mixing tank uses a mechanical mixerwith an alum dosage of 30 mg/L and a hydraulic retention time (HRT) of 1.5 minutes.-x 100AH, (R, + R,) AH, (R, + R,) , AH, (R, +R )2Find the power output required in kW.R,HQ Zoom(Given G = 850 s with a water temperature of 10 °C;u = 1.30 x 103 kgm/s)3.725.15c 3.62D1.11 Pn = P. (1 +r) mWDn = Pn x Cn x fn + WDT(n)%3DUTM UTMr= 1+ 0.5 (a x b x h)P = 0.5CDAppu,S UTM%R = Co-t x 100%P= G*uVTMCoUTMAH, (R, + R,) AH, (R, +R,) , AH; (R, + R,%3DHUTM 2Нthe power output reauired in kW.HG850 s with a water temperature of 10 °C;p 1.30 x 10 kgm/s)

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P-P.(1+ wD.P.C +WD A water treatment plant (WTP) in Pulai Jaya Baru has a design water flow of 3.8 x 103 m3/d. The rapid mixing tank uses a mechanical mixer with an alum dosage of 30 mg/L and a hydraulic retention time (HRT) of 1.5 minutes. x100 AH, (R, + R) AH, (R, + R,), AH, (R, + R ) Find the power output required in kW. 2 H Q Zoom (Given G = 850 s with a water temperature of 10 °C;u = 1.30 x 103 kgm/s) 3.72 5.15 c) 3.62 D 1.11

P-P.(1+ wD.P.C +WD A water treatment plant (WTP) in Pulai Jaya Baru has a design water flow of 3.8 x 103 m3/d. The rapid mixing tank uses a mechanical mixer with an alum dosage of 30 mg/L and a hydraulic retention time (HRT) of 1.5 minutes. x100 AH, (R, + R) AH, (R, + R,), AH, (R, + R ) Find the power output required in kW. 2 H Q Zoom (Given G = 850 s with a water temperature of 10 °C;u = 1.30 x 103 kgm/s) 3.72 5.15 c) 3.62 D 1.11

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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