Jul 5, 2006 #1 westend392 Civil/Environmental Joined Jan 17, 2006 Messages 17 Location US Has anyone tried to include flow-attenuation in the hydrologic model of wastewater transmission system with multiple lift stations? How was it done? Did it change the design significantly?
Has anyone tried to include flow-attenuation in the hydrologic model of wastewater transmission system with multiple lift stations? How was it done? Did it change the design significantly?