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035 _a.b10133938
099 9 _aAIT Thesis no.WA-90-18
100 0 _aWudhipong Kittitanasuan
245 1 0 _aChanges in channel bed slope due to non-equilibrium sediment transport
260 _aBangkok :
_bAsian Institute of Technology,
_c1990
300 _a84 p.
490 1 _aThesis ;
_vno. WA-90-18
500 _aA thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering, School of Engineering and Technology
502 _aThesis (M.Eng.) - Asian Institute of Technology, 1990
520 _aAnalytical solutions were determined to predict changes in bed levels of an alluvial channel when the upstream sediment supply in stopped or when the downstream end bed level drops. These solutions were determined by solving the continuity and momentum equations of flow and sediment transport. Two approaches were considered. The first so called the parabolic modeling considers that the friction slope in the flow momentum equation is equal to the bed slope. The second approach so called the hyperbolic modeling considers the friction slope equal to the water surface slope. The analytical solutions determined in this study are compared with the experimental data in this study and those given by Newton (1951) and also with the previous analytical solutions determined by De Vries (1973) and Gill (1983). The results of the comparison verifies the ranges of applicability given by Ribberlik (1984) of the parabolic and hyperbolic models. In general it is found that the solutions of hyperbolic model provide an more accurate prediction of changes in bed level with time than the parabolic model in the region near to the source of bed change. In the region far from the source of bed change, both models predict equally good.
650 0 _aSediment transport
650 0 _aChannels (Hydraulic engineering)
700 0 _aTawatchai Tingsanchali,
_eChairperson
700 1 _aGupta, Ashim Das,
_eExamination Committee
700 1 _aAkiyama, Juichiro,
_eExamination Committee
710 2 _aThe Government of Japan,
_eScholarship Donor
810 2 _aAsian Institute of Technology.
_tThesis ;
_vno. WA-90-18
856 _3Full-Text
_uhttp://203.159.5.9/ait-thesis/detail.php?q=B18596
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