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035 _a.b10083649
099 9 _aAIT Thesis no. WA-91-4
100 0 _aChatchai Jothityangkoon
245 1 0 _aAnalytical model of deformation of a submerged dike along a channel bed
260 _aBangkok :
_bAsian Institute of Technology,
_c1991
300 _a107 p.
490 1 _aThesis ;
_vno. WA-91-4
500 _aA thesis submitted in partial fulfillment of the requirement for the degree of Master of Engineering, School of Engineering and Technology
502 _aThesis (M.Eng.) - Asian Institute of Technology, 1991
520 _aAn analytical model is developed to predict deformation of a submerged dike due to flow over a fixed bed channel. The governing equations of the model consist of the continuity and momentum equations of flow, and of sediment transport. The governing equations are combined and rewritten in form of a wave equation. The wave equation is solved by using Laplace Transformation considering the effect of angle of repose at downstream front of the submerged dike and subsidence of bed wave. The input data for the analytical model are the bed height-time curve at the upstream end and the flow condition at the station under prediction. The solutions are determined by summation solutions of deformed bed height-time curves of rectangles representing the histogram of the input bed height-time curves. The analytical solutions are compared with the data obtained from the experiments in this study. Both bed load and total load are considered. It is found that the solution of this analytical model provide an accurate prediction in the region near to the initial location of submerged dike for Fr=0.25. When 0.25<Fr~0.40, the model provides a good prediction throughout a larger distance from the initial location of submerged dike.
650 0 _aWater resources development
650 0 _aHydraulics
650 0 _aChannels (Hydraulic engineering)
700 0 _aTawatchai Tingsanchali,
_eChairperson
700 1 _aGupta, Ashim Das,
_eExamination Committee
700 1 _aShibayama, Tomoya,
_eExamination Committee
710 2 _aThe Government of Japan,
_eScholarship Donor
810 2 _aAsian Institute of Technology.
_tThesis ;
_vno. WA-91-4
856 _3Full-Text
_uhttp://203.159.5.9/ait-thesis/detail.php?q=B17740
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