A Hydrodynamic Model For Simulation Of Unsteady Flow In Storm Sewer Network Systems
In this work, a hydrodynamic numerical model for sewer networks has beendeveloped, Unsteady flow in either tree-type or looped sewer networks systems has been simulated, The Prissmann slot assumption is adopted to extend open channel flow equations to closed conduits under surcharged conditions.The link-node concept with a staggered grid, fully imp