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- W2225146842 abstract "A storm sewer system of a part of Bangkok was designed by considering rainfall probabilities and flooding depths. Fourteen different sewer systems of different pipe diameters, pumping locations and capacities and flood storage retention areas were considered in each system. The MOUSE Model developed by the DHI (Danish Hydraulic Institute) was applied to simulate flood flow in the sewer system. The model was calibrated based on the previous flood event of 7 June 1991. By considering a Markov chain process, the transition probabilities of rainfall patterns from one day to the next and the steady state probabilities were calculated from the past data. Each rainfall pattern was characterized by rainfall depth, time to peak of the rainfall and maximum rainfall intensity. The surface runoff model in MOUSE was run for seven different rainfall patterns. The computed runoff was used as input to the pipe flow model. The pipe flow model with hydrodynamic flood routing was used to compute the flooding depths and flood discharges. The expected annual flood damages were computed based on the combination of seven different rainfall patterns and twelve initial flooding depths. An urban flood damage function, pipe cost model and pumping cost model from previous studies were applied. Considering the objective function of maximum annual net benefit, an optimization to determine the optimal sewer system was performed. Sensitivity analysis showed that the financial discount rate has a significant effect on optimal results while the Manning roughness coefficient has only a little effect." @default.
- W2225146842 created "2016-06-24" @default.
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- W2225146842 date "2004-01-01" @default.
- W2225146842 modified "2023-09-23" @default.
- W2225146842 title "A probabilistic design of an urban sewer system of Bangkok" @default.
- W2225146842 hasPublicationYear "2004" @default.
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