Dual Multilevel Urban Drainage Model
暂无分享,去创建一个
[1] William H. Press,et al. Numerical recipes , 1990 .
[2] Zhong Ji. General Hydrodynamic Model for Sewer/Channel Network Systems , 1998 .
[3] Tullio Tucciarelli,et al. Finite-element modeling of floodplain flow , 2000 .
[4] James C. Y. Guo. Street Storm Water Conveyance Capacity , 2000 .
[5] Stuart G. Walesh,et al. STREET-SURFACE STORAGE FOR CONTROL OF COMBINED SEWER SURCHARGE , 2001 .
[6] Ming-Hseng Tseng,et al. CHANNEL ROUTING IN OPEN-CHANNEL FLOWS WITH SURGES , 2001 .
[7] V. Ponce,et al. Modeling Looped Ratings in Muskingum-Cunge Routing , 2001 .
[8] T. Sturm,et al. Open Channel Hydraulics , 2001 .
[9] R. Moussa,et al. Fractional-Step Method Solution of Diffusive Wave Equation , 2001 .
[10] Leonardo Noto,et al. DORA Algorithm for Network Flow Models with Improved Stability and Convergence Properties , 2001 .
[11] Jacques W. Delleur,et al. The Evolution of Urban Hydrology: Past, Present, and Future , 2003 .
[12] Hossein M. V. Samani,et al. Design of Circular Urban Storm Sewer Systems Using Multilinear Muskingum Flow Routing Method , 2003 .
[13] James P. Heaney,et al. Estimation of Urban Imperviousness and its Impacts on Storm Water Systems , 2003 .