A 60 MLD water treatment plant has 4 mechanical flocculators. The design criteria for each flocculator are as follows:P.-P.(1+r) WD. - P.x Cxt+WDP-0.SCApuUTMr-1+0.5 (axb x h)AR -x 100%Number of paddlesNumber of plates per paddleArea of each plateCoefficient of dragRelative velocity of paddle4!!4AH, (R, + R)R,AH, (R, +R,), AH, (R, +R)%3DHH0.6 m2Q Zoom%3D1.80.55 m/s%3DDetention time25 minutes%3DDynamic ViscosityDensity of water1.14 x 10 3 Ns/m21000 kg/m3%3DObtain the velocity gradient (s) for each tank.80601570 Pn = Po (1+r) mWDn = Pn x Cn x fn + WDT(n)UTM & UTROr= 1+ 0.5 (a x b x h)%3DP= 0.5CDA,PU,P= G*uVUTM%RCo-CIM%3Dx 100%CoUTMAH, (R, +R,) , AH, (R, + R,) , AH (R; + R,%3DH5 UTM 2Number of plates per paddleH2H

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P.-P. (1+1)" WD. - P.x Cxt+ WD P-0.SCApu A 60 MLD water treatment plant has 4 mechanical flocculators. The design criteria for each flocculator are r-1+0.5 (axb x h) AR-x 100% 4. Number of paddles Number of plates per paddle Area of each plate Coefficient of drag !3! AH, (R, +R) AH, (R, +R,) AH, (R, +R) %3D H H 0.6 m2 Q Zoom 1.8 %3D 0.55 m/s Relative velocity of paddle Detention time %3D 25 minutes %3D Dynamic Viscosity Density of water 1.14 x 10 3 Ns/m2 1000 kg/m %3D Obtain the velocity gradient (s) for each tank. 80 60 15 70

P.-P. (1+1)" WD. - P.x Cxt+ WD P-0.SCApu A 60 MLD water treatment plant has 4 mechanical flocculators. The design criteria for each flocculator are r-1+0.5 (axb x h) AR-x 100% 4. Number of paddles Number of plates per paddle Area of each plate Coefficient of drag !3! AH, (R, +R) AH, (R, +R,) AH, (R, +R) %3D H H 0.6 m2 Q Zoom 1.8 %3D 0.55 m/s Relative velocity of paddle Detention time %3D 25 minutes %3D Dynamic Viscosity Density of water 1.14 x 10 3 Ns/m2 1000 kg/m %3D Obtain the velocity gradient (s) for each tank. 80 60 15 70

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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