Pn = P. (1 +r) m WDn = Pn x Cn x fn + WDT(n)UTM UTr= 1+ 0.5 (a x b x h)P= 0.5CpAppu,'P= G²µVA UTMCo-Ctx 100%Co%R%3DTMUTMAH, (R, +R,), AH, (R, + R,) , AH, (R, + R,R, =H4H 2H P.-P. (1+1) WD. P.Cx + WDeP-0.5CoApu,TMr-1+0.5 (axb x h)A water treatment plant (WTP) in Pulai Jaya Baru has a design water flow of 3.8 x 103 m3/d. The rapid mixingtank uses a mechanical mixer with an alum dosage of 30 mg/L and a hydraulic retention time (HRT) of 1.5P-G'uVR - Sx 100%minutes.AH, (R, +R,) AH, (R, + R,) ¸ AH, (R, + R, )R, =HHWhat is the quantity of alum needed daily in kg/d?Q ZoomA0.114 x 104B11.4 x 1040.114 x 103D1.14 x 103

Designed Water flow = 3.8 × 103 m3/day Alum dosage /liter = 30mg

A water treatment plant (WTP) in Pulai Jaya Baru has a design water flow of 3.8 x 103 m/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. What is the quantity of alum needed daily in kg/d?

A water treatment plant (WTP) in Pulai Jaya Baru has a design water flow of 3.8 x 103 m/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. What is the quantity of alum needed daily in kg/d?

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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