I am modelling a private line with two hydrants and a fire sprinkler system for a newspaper press building here in Texas. I am having trouble reaching the pressure required for the sprinkler system and the MEP for the project (located in Colorado) told me the demands for the sprinkler and the...
EPANET 2 set up question. I have input my demands, lines, nodes, losses, elevations for my system. I have converted the fire hydrant flow test to a reservoir with additional elevation. The line I am connecting to in the R.O.W. has two fire hydrants that I need to find out Flows, Pressures and...
Has anyone else had a chance to outsource the compilation of construction plans? All of the graduates I interview are asking for $50,000 plus benefits and at the same time I receive a steady stream of emails asking $3 per sheet.
I don't mind paying technicians/engineers overtime but I can't...
I see on past discussions taht there is a spreadsheet floating around with an iterative equation for depth of flow in a partially full pipe. Here in Austin we are required to design to 85% full or less for the 100 year. Being from Houston, we always assumed full flow and designed for 2 year...
