# Wastewater Treatment - Numerical Problem

Can you answer some more Q about the same problem and let me know the number of Credits you ask for please? And OK, next time I will post it in Engineering..

for the same problem:

d-The theoretical chamber lenth,ft

e-The design chamber lengh, ft, if the design length is 1.35 time the theoretical length and for ease of construction, is an increment of 1 in.

f-The head and the horizontal velocity for the averge flow, ft/Sec

g-The head and the horizontal velocity for the minimum flow if the minimum flow is one-half the average low, ft. ft/Sec.

Yes you may 4 Credits already in place.

And please let me know if you need more info from the TextBook trgarding the design of Grit Chamber. Thanks

Please see attached: use .337 for K

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#### Solution Preview

More Q for same problem

Can you answer some more Q about the same problem and let me know the number of Credits you ask for please? And OK, next time I will post it in Engineering.

for the same problem:

d-The theoretical chamber length, ft

e-The design chamber length, ft, if the design length is 1.35 time the theoretical length and for ease of construction, is an increment of 1 in.

f-The head and the horizontal velocity for the average flow, ft/Sec

g-The head and the horizontal velocity for the minimum flow if the minimum flow is one-half the average low, ft. ft/Sec.

Please see ...

#### Solution Summary

This solution offers step-wise calculation to a numerical problem.