A flocculation tank is to be designed for a total flow rate of 45000 m3/d. The following conditions apply to the design: Water temperature 15 C (viscosity 0.00113 N.s/m2) Basin depth 3.8 m, 4 parallel trains of flocculators (each train receives quarter of the total flow). Each train with 9.2m wide, 12.4 long, and rotating paddles are supported on three parallel horizontal shafts. The rotating speed is 1.6 rpm, the center line of the paddles is 1.5 m from shaft. Each shaft has four paddles, each paddle is 25 cm wide and 8.6 m long. Assuming the velocity of water is 35% of the paddle's velocity and the drag coefficient is 1.9. Determine: The difference in velocity between paddle and water? The useful power input? The detention time? The value of G and Gt?

A flocculation tank is to be designed for a total flow rate of 45000 m3/d. The following conditions apply to the design: Water temperature 15 C (viscosity 0.00113 N.s/m2) Basin depth 3.8 m, 4 parallel trains of flocculators (each train receives quarter of the total flow). Each train with 9.2m wide, 12.4 long, and rotating paddles are supported on three parallel horizontal shafts. The rotating speed is 1.6 rpm, the center line of the paddles is 1.5 m from shaft. Each shaft has four paddles, each paddle is 25 cm wide and 8.6 m long. Assuming the velocity of water is 35% of the paddle's velocity and the drag coefficient is 1.9. Determine: The difference in velocity between paddle and water? The useful power input? The detention time? The value of G and Gt?

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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