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1. A cross- flow, horizontal shaft, paddle-wheel flocculation basin is to be designed for a flow of 20.000 m ld a mean veloci
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Answer #1

Ans) Given,

Q = 20000 m3 /day or 0.231 m3 /sec

Mean velocity gradient (G) = 33.33 /sec

Detention time(t) =45 min or 2700 sec

G1 = 60/sec , G2 = 30/sec , G3 = 10/sec

Width of basin = 14 m

Velocity of paddle = 0.75 times peripheral blade velocity

1) GT value

GT = G x t

= 33.33 x 2700

= 89991

Since the GT value is between 50000 to 100000, therefore the detention time is satisfactory

2) Basin dimensions

Basin volume(V') = flow x detention time

= 0.231 x 2700

= 624 m3

Profile area = Volume/ width

= 624/14

= 44.57 m2

Assuming square compartments, and length as thrice of its depth(d),

therefore, d x 14 x 3d = 624

d2 = 14.86

or d = 3.85 m

Hence, length(L) = 3 x 3.85

= 11.55 m

3) P = Cd x A x \rho x (v3 /2)

where, Cd = Coefficient of drag

A = Paddle area (m2)

\rho = density of liquid

v = velocity of paddle relative to water

P = 1.5 x (3 x 0.15) x 1000 x ( v3/2)

Peripherial velocity(V) = RPM x d2 x \pi / 60

Assuming Rotation of paddle wheel as 4 RPM,

V= 4 x (2.50 x 4) x 3.141 /60

V = 2.09 mps

Therefore, v = 0.75 x 2.09

= 1.57 mps

Therefore, P = 1.5 x 3 x 0.15 x 1000 x 1.573 / 2

= 1306.08 W

4) Power to be imparted (P') to the water in each compartment

P' = \mu G2 V'

where, V' = basin volume

\mu = dynamic viscosity of water (0.00131 N -s/m2)

G = velocity gradient for each compartment

P' ( for first compartment) = 0.00131 x 602 x 624

= 2920 W

P'(for second compartment) = 0.00131 x 30 x 30 x 624

= 736 W

P' (for third compartment) = 0.00131 x 10 x 10 x 624

= 82 W

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