RE: SewerCAD Peak Factor

Hi Mark,

I am facing a similar issue with Extreme flow setups. I have used the population densities and Theissen polygons which gives me base load directly. Now to apply the Peak factor (Extreme factors), I tried to use the Table-Base Load factor and Federov's Equation, but none of them is working. Should i just make the base flows as population equivalent and find out the Extreme factors on spreadsheet outside and them bringing back to Sewercad for Run. Is this the correct way out? Or is there any other way where I can use the Extreme factors in the model itself. I am using Select series 3.

Thanks in advance.

Regards
Vivek Gupta