SWMM56

Note:  State  InfoSewer  solution solves for the  link   flow  and node heads Here is an example of how the  Steady  State  InfoSewer  solution solves for the  link   flow  and node heads or depths: •          1 ST   Flow  is computed in each  link  and  d and d/D  is calculated based on pipe  flow  and manhole loading data and not the adjusted data from the 2 nd  pass. •          2 nd   InfoSewer  adjusts the  link  depth based on the manhole  head  and lists the adjusted depth in the browser and the Report Table after the manhole depths are calculated from downstream to upstream in the network. •          Result: The HGL graph shows the  link  d and d/D based on pipe  flow  not the adjusted dept...