02813nam a2200241   450000500170000000800410001703500150005810000160007324500760008926000520016530000150021749000270023250001440025950200580040352017520046165000530221370000420226670000510230870000450235971000430240481000590244785600650250620260818084604.0170698         th                  eng    a.b115098550 aMya Mya Moe10aComputer modelling of urban flood drainage for an inner area of Bangkok  aBangkok :bAsian Institute of Technology,c1992  a121 leaves1 aThesis ;vno. WA-92-19  aA Thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering, School of Engineering and Technology  aThesis (M.Eng.) - Asian Institute of Technology, 1992  aBangkok, the capital of Thailand, is located in the lower Chao Phraya river delta with flat  ground elevation of 0 to 1.5 m MSL. Due to rapid urbanization in Bangkok, the existing drainage  systems cannot work effectively. Flooding therefore occurs more frequently and last longer in the  city during heavy rains. As the land subsidence and urban development continue, the flooding and  flood damage to property would be increased every year if no improvement of existing drainage  system was carried out. Therefore, in this study an area of the inner part of Bangkok is selected to  evaluate the flood improvement problem.  The study area is bounded by Klong Bang Sue in the north, Klong Sam Sen in the south,  Klong Prapa (Rama VI Road) in the west and Phahon Yothin Road in the east. It is near to the  Victory Monument and the area is about 3.5 km2 {u2022}  In this study, the MOUSE software package was applied to calculate the flood discharges in  the sewers and flood depths in the study area. The MOUSE model has two computational modules  for runoff and for pipe flow. The pipe flow model encompasses a fully dynamic model for accurate  simulation of surcharge conditions and backwater effects.  The design storm of 2 years and 5 years return periods with duration of 2 hours are used for  evaluation of storm sewer system. This design storm are based on the average  intensity-duration-frequency (IDF) curves of Bangkok Metropolis station (BFCD, 1984).  Six different alternatives for the improvement of the existing storm sewer system are carried  out in this study. The hydraulic effectiveness of each improvement alternative is calculated and  expressed in terms of flooded area, flooding depth, flooding volume and flooding duration.10aDrainagexThailandxBangkokxMathematical models0 aTawatchai Tingsanchali, eChairperson0 aSuphat Vongvisessomjai,eExamination Committee1 aTanaka, Hitoshi, eExamination Committee2 aKEIDANREN (Japan), eScholarship Donor2 aAsian Institute of Technology.tThesis ;vno. WA-92-19  3Full-Textuhttp://203.159.5.9/ait-thesis/detail.php?q=B17281