ti ethent BOD -DoteExperiment:Page No.A Contunuou flow complebly micad Asp i deigned byithefallowing dal :li) floue suate, 0 = 2150 m8/day.C Influent BOD= 230 mg10.20ci Miss i 2400 mgleCiv)e) MCRT =ND pield cooficont,yoobs,tu Ka - 0.S(vn Suhanded solidee 25 mgllSupanded.solide 25Lend V- ? fygen uequeumen.%3DDELTA

Answered: Image /qna-images/answer/fb79d883-7971-4a9b-b392-b42563902ba5.jpg

Experiment: Page No. A contunuiou flow complebly miced AcP uù designed by the fallowung dala l) floue suale, O = 2150 m3/day. (i) Influent BOD = 230 mgle ti) ethent BOD = 20 mgle Ci Miss ù 2400 mgle mgle. () MCRT = 1oday. %3D (vin Supandad solide c 25 m Lund V-? £?20rygen lequeunen M.

Experiment: Page No. A contunuiou flow complebly miced AcP uù designed by the fallowung dala l) floue suale, O = 2150 m3/day. (i) Influent BOD = 230 mgle ti) ethent BOD = 20 mgle Ci Miss ù 2400 mgle mgle. () MCRT = 1oday. %3D (vin Supandad solide c 25 m Lund V-? £?20rygen lequeunen M.

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

ti ethent BOD -
Dote
Experiment:
Page No.
A Contunuou flow complebly micad Asp i deigned by
ithe
fallowing dal :
li) floue suate, 0 = 2150 m8/day.
C Influent BOD
= 230 mg10.
20
ci Miss i 2400 mgle
Civ)
e) MCRT =
ND pield cooficont,yoobs,
tu Ka - 0.S
(vn Suhanded solidee 25 mgll
Supanded.
solide 25
Lend V- ? f
ygen uequeumen.
%3D
DELTA

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