Looking for information/procedures/references for installing municipal sanitary sewer mains and facilities across deep muskeg/peat. (other than excavation to sound subgrade materials)
My question needs clarification. I have prepared an EPANET model for a community that has 3 water sources, 9 PRV's,4 reservoirs,about 200 pipes and other features. I've carried out a pressure/flow test at several hydrants and comparied it to the EPANET model. There are significant differences...
