Urban Flooding Mitigation by Gate Operation of Inlet in Offline Detention Storage

[1]  Donghwi Jung,et al.  Improvement and Application of Pump Station Operating System and Economic Analysis of the Application , 2010 .

[2]  Ignacio Andrés-Doménech,et al.  Stochastic rainfall analysis for storm tank performance evaluation , 2010 .

[3]  Jae-Hak Chung,et al.  Optimization of Detention Facilities by Using Multi-Objective Genetic Algorithms , 2008 .

[4]  Nadia Penna,et al.  A combined methodology for the hydraulic rehabilitation of urban drainage networks , 2016 .

[5]  Joon-Hoon Kim,et al.  Development of a Pump Operation Rule in a Drainage Pump Station using a Real Time Control Model for Urban Drainage System , 2007 .

[6]  S. David Graber,et al.  Generalized Method for Storm-Water Pumping Station Design , 2010 .

[7]  Abdul Halim Ghazali,et al.  Determination of storage volume required in a sub-surface stormwater detention/retention system , 2010 .

[8]  Ignacio Andrés-Doménech,et al.  Efficiency of Storm Detention Tanks for Urban Drainage Systems under Climate Variability , 2012 .

[9]  Floyd A. Huff,et al.  Time distribution of rainfall in heavy storms , 1967 .

[10]  Nien-Sheng Hsu,et al.  Intelligent real-time operation of a pumping station for an urban drainage system , 2013 .

[11]  Larry W. Mays,et al.  Determination of the Optimal Location for Developments to Minimize Detention Requirements , 2013, Water Resources Management.

[12]  Jin Gul Joo,et al.  Development of Operation in Urban Offline Detention Reservoirs , 2016 .

[13]  Tao Tao,et al.  Multi-objective optimal layout of distributed storm-water detention , 2014, International Journal of Environmental Science and Technology.