A wigrlevater treatment plant dispores of itu eftiuents into aanint A. Charanteristics of the stream utu location fuurly upatrearefA and af the efuent ere as below:UnitsSuent1.202.006.002622TeryerntareAD, at rcAcsume that the devaygenation corstant K, at 20°C (base e)zhe waeratinn constant K, at 20°C (buse e)Squilihrium concetration of dissolved arygen C, for the freah 1oater ia unfilows:= 0.20 dand0. 40 d for the misture.Tnywrutare2022342538189.178.998.518.388.222.54Ih veloity af thut streus downstream of the point A is 0.2 n /a. Determinehe critirnl oxygen deficit and ita locatian.ICe temperature confficienta of 1.na for K, and 1.02 for K

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A uiarlewuter treatment plant diapeored efiuents iRto & eta point A. Charanteriaties of the atream ut u location fainly upatream dand of the effiuent ure ae below: Units Euent Nern G.20 0.50 2.00 8.00 22 finind am Tunyerlare ND, at c Ansune that the devaygenation constant K, at 20°C (base e) 0.20 d and the earation constunt K, at 20°C (bune e) Squililrium concestration of dissolved arygen C, for the fresh water ia un owa: 0.40 for the misture. Tinywatar 18 20 22 34 25 38 9.54 .17 8.5 8.22 T veloity of the atream downstream of the point A ia 0.2 m/a. Determine Ahe trisiral oxygen deficit and ita location. ICan temperaturY confficienta of 104 for K, and 1.02 for K

A uiarlewuter treatment plant diapeored efiuents iRto & eta point A. Charanteriaties of the atream ut u location fainly upatream dand of the effiuent ure ae below: Units Euent Nern G.20 0.50 2.00 8.00 22 finind am Tunyerlare ND, at c Ansune that the devaygenation constant K, at 20°C (base e) 0.20 d and the earation constunt K, at 20°C (bune e) Squililrium concestration of dissolved arygen C, for the fresh water ia un owa: 0.40 for the misture. Tinywatar 18 20 22 34 25 38 9.54 .17 8.5 8.22 T veloity of the atream downstream of the point A ia 0.2 m/a. Determine Ahe trisiral oxygen deficit and ita location. ICan temperaturY confficienta of 104 for K, and 1.02 for K

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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