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Storm Sewer know Q input
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In 2016 Hydraflow Storm Sewers if you put in an known Q do you still have to put the drainage area and coefficient? I didn't think so, but when I run it, a window pops up saying the lines have no flow due to the missing area and coefficient. I click ok, it runs and i get good results. I am comparing a system in Storm & Sanitary Analysis to Storm Sewers and the numbers in cfs are very close. I like the way you can adjust the pipe size and it updates the HGL. I saw in a video where if you aren't dealing with detention ponds Storm Sewers is a good program to use. What do you think?