A Study of Rainfall on Bangkok Metropolitan Area, 1993

Pothipiku, Kanya

Major Field of Water Resource Engineering, Faculty of Engineering, Kasetsart University, Thesis of Master Degree, Bangkok, 10900, Thailand


Abstract

 

Rainfall study is one of the alternative measure to solve flood problem in Bangkok Metropolitan area. These study is concentrated on graphical recorded rainfall data that could bring to synthetic storm pattern and maximum design discharge for drainage system. Keifer and Chu method was selected among several approaches, had presented synthetic storm which was considered on maximum rainfall intensity (" r " proportion) at specific duration.

" r", is a fraction of time between maximum antecedent intensity and total storm duration, could be noticed into three types; First type was determined on actual rainfall intensity peak of grouped rainfall data under their duration (rdu). Secondly was determined on actual rainfall intensity peak of specific durations ( r (group) ). The last type was determined on antecedent mass (ra).

Five representative rainfall stations in Bangkok Metropolitan, were historical studied thoroughly, are meteorological station (Bangkok), Ago-meteorological station (Bangkhen), Ago-meteorological station (Bangna) and Royal Irrigation Department station (Samsen).

It was shown that "r" value should be depended on rainfall duration (short duration gives high "r" value while long duration decreases "r" value) "r" of the first and second type ( rdu and r (group) ) have been corresponding to each other but the third type was too dominated to synthetic storm pattern. Since its principle came from actual rainfall intensity peak of grouped rainfall data under actual rainfall duration, rdu was selected to synthetic storm pattern for Bangkok Metropolitan design drainage system.

Moreover, rdu of every station has good correlation to each other therefore, rdu of meteorological station could be representative in Bangkok Metropolitan area.

Synthetic storm pattern and actual storm pattern, were compared on equal rainfall depth, gave a correspondent result of which storm pattern synthetic’s was generally higher than the actual one.

It could be concluded that Keifer and Chu method is safely suitable for urban drainage system design.


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