Wastewater Treatment - Numerical Problem
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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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This solution offers step-wise calculation to a numerical problem.
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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 ...
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