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| 035 | _a.b11633141 | ||
| 099 | 9 | _aAIT Thesis no.WM-96-19 | |
| 100 | 1 | _aDeng, Xianghan | |
| 245 | 1 | 0 | _aApplication of a stormwater management model |
| 260 |
_aBangkok : _bAsian Institute of Technology, _c1997 |
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| 300 | _a118 leaves | ||
| 490 | 1 |
_aThesis ; _vno. WM-96-19 |
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| 500 | _aA thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering. School of Civil Engineering | ||
| 502 | _aThesis (M.Eng.) - Asian Institute of Technology, 1996 | ||
| 520 | _aThe performance of the storm water management model with graphical interface XP SWMM was tested. Model parameter sensitivity analysis was carried out first. The model was examined on two urban catchments: Gray Haven, Malvern. The examination was done by comparing the model simulated hydrographs with con-esponding measured hydrographs as well as other model simulation results, and the comparison was done for three characteristic values of runoff: maximum peak flow, total runoff value, time to peak. The simulation with both single storm calibration and multi-storm calibration was studied. The calibrated model was applied to test the runoff conveyance capacity of Gray Haven Catchment, analyze the surcharge problem, and propose the remedial management measures. The effects of urbanization and detention storage are also studied. The results of the study indicated that XP-SWMM can simulate the urban physical rainfall-runoff processes very well. It is a right tool for predicting the runoff, planning and designing the new drainage system. | ||
| 650 | 0 |
_aUrban runoff _xManagement |
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| 700 | 0 |
_aSutat Weesakul, _eChairperson |
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| 700 | 1 |
_aGupta, Ashim Das, _eExamination Committee |
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| 700 | 0 |
_aTawatchai Tingsanchali, _eExamination committee |
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| 710 | 2 |
_aDAAD, Germany, _eScholarship donor |
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| 810 | 2 |
_aAsian Institute of Technology. _tThesis ; _vno. WM-96-19 |
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| 856 |
_3Full-Text _u http://203.159.5.9/ait-thesis/detail.php?q=B14961 |
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