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OpenFlows | Water Infrastructure
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Sewage
column separation
dipping tube
foul
gas volume
HAMMER
Rising Main
SewerGEMS
yashodhan joshi
Design of dipping tube tank for horizontal or slopping downward pumping reach (Hammar)?
hadeel abdelhamid
Hello Everyone, I am protecting a horizontal sewage line with a dipping tube and I have some questions 1) Should the dipping tube tank base be on the ground level or can it be lowered sometimes for some reason? 2) when I tried to put it in the ground…
Answered
over 1 year ago
OpenFlows | Water Infrastructure
OpenFlows | Water Infrastructure Forum
Extreme Flow in Sewergems
Vaibhav Mehta
Dear Sir, I have more than 50 catchments in my model, i have the shape file having attributes for Population Density, Area. All the 50 catchments are contributing to 2 parallel trunk lines. The Area is divided into 4 zones - like East, West,North…
over 1 year ago
OpenFlows | Water Infrastructure
OpenFlows | Water Infrastructure Forum
Hammer Column Separation Sewage Rising Main
Matija Oliver
Hi All, I'm modelling an existing DN450 AC Class15 foul rising main in Hammer. The total rising main length is approx 2.9km, however the highest gradient point is located at approx 2.1km. In order to simulate the highest gradient point in Hammer, I…
over 2 years ago
OpenFlows | Water Infrastructure
OpenFlows | Water Infrastructure Forum
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