Using a spreadsheet program you have written, rework Example 3-8 for the following cases:
Example 3-8
Design a baffle wall for one of a pair of flocculation basins using the following design parameters:
Q = 10,000 m3/d
Diameter of orifices = 100 mm
Orifice coefficient of discharge = 0.60
a. Given velocities of 0.55, 0.45, and 0.35 m/s, find the corresponding diameters in cm and headlosses for 60 orifices.
b. Given headlosses of 3, 6 and 9 mm, find the corresponding diameters and velocities for 60 orifices.
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