Q.5. The design flow for a water treatment plant (WTP) is 1 MGD. The rapid mixing tank will have a mechanical mixer and the average alum dosage will be 35 mg/L. the theoretical mean hydraulic detention time of the tank will be 60 seconds. Determine the following: 1-The quantity of alum needed on a daily basis in kg/d, 2-The dimensions of the tank in meters for a tank with equal length, width and depth, 3- The power input required for aggo Go of900 sec for awa t Tempreature of loc (M=1:307*15M•S/m² ex Pre ss The a is wer in kw

Q.5. The design flow for a water treatment plant (WTP) is 1 MGD. The rapid mixing tank will have a mechanical mixer and the average alum dosage will be 35 mg/L. the theoretical mean hydraulic detention time of the tank will be 60 seconds. Determine the following: 1-The quantity of alum needed on a daily basis in kg/d, 2-The dimensions of the tank in meters for a tank with equal length, width and depth, 3- The power input required for aggo Go of900 sec for awa t Tempreature of loc (M=1:307*15M•S/m² ex Pre ss The a is wer in kw

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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Question

Q.5. The design flow for a water treatment plant (WTP) is 1 MGD. The rapid mixing tank will have a
mechanical mixer and the average alum dosage will be 35 mg/L. the theoretical mean hydraulic detention
time of the tank will be 60 seconds. Determine the following:
1-The quantity of alum needed on a daily basis in kg/d,
2-The dimensions of the tank in meters for a tank with equal length, width and depth,
3- The power input required for aggo Go of 900 seê' forawa te
Tempreature of lóc (M=1•307*15°N• s/mz express The
a $is wer in kw

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