Water Resources and Environmental Engineering I by Unknown

Author:Unknown
Language: eng
Format: epub
ISBN: 9789811320446
Publisher: Springer Singapore

Dec

2

120

1.53

42.7

868.275

445.56

422.715

Thus,

(2)

Assume Depth of tank = 3 m

Breadth to length ratio of tank = 1:1.5

Assume B: L = 1:1.5, B = 11 m, L = 16.5 m

(3)

2.2 Design of Dual Media Filter

(4)

(5)

Length = 0.4 m and Breadth = 0.4 m.

From the above qualitative analysis it is found that filtration forms are very vital treatment process for removing finer, suspended, colloidal, and microbial contamination [5–9]. Studies conducted for developing the dual media filter unit using sand at the bottom and foam at the top reveals the following:The dual media filter developed will be suitable for removing impurities having low turbidity such as roof top rain water harvest rain.

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