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1- The general equation of Partial flume flow rate is: Q = CH a n , is this equation have any constrain? List the parameters
1- The general equation of Partial flume flow rate is: Q = CHan, is this equation have any constrain? List the parameters that normally affect the constants C and n?
Constrain are:
2- In the design stage of preliminary treatment units (Parshall flume and bar racks), additional depth will have to be added to the wastewater depth freeboard. Why?
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