One of the advantages of the three Run options in InfoSewer (Bullet 1 in the image) which are Steady Sate, Design and Extended Period or EPS Modeling is that you can use Peaking Flow Factors for the Steady State Loading Manholes (Bullet 2 in the image). Unfortunately, you cannot use
d/D, q/Q for a Link in SWMM 5, InfoSWMM and H2oMap SWMM How do we look at the various measures of “fullness” in a pipe of link in SWMM 5? Here we look at some graphs from InfoSWMM. d/D is the pipe depth over the full depth of the link
“The frogs have learned to overcome that limitation by calling from within storm drains, since the drains enhance both volume and duration, allowing the frogs’ calls to reach receivers both nearby and farther away.