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035 _a.b10088581
099 9 _aAIT Thesis no.WA-93-14
100 0 _aTruong Ngoc Tuong
245 1 0 _aApplication of RCPWAVE Model for morphological computation
260 _aBangkok :
_bAsian Institute of Technology,
_c1993
300 _a141 leaves :
_bill.
490 1 _aThesis ;
_vno. WA-93-14
502 _aThesis (M.Eng.) - Asian Institute of Technology, 1993
500 _aA thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering.
520 _aIn order to compute the coastal morphology by Shoreline Model , the computations of wave field , longshore sediment transport and shoreline change are needed. In the computation of wave field , the RCPWAVE Model developed by Coastal Engineering Research Center (CERC) in 1986 and Time Dependent Mild Slope Model developed by Watanabe and Maruyama in 1984 are used and discussed . The inclusion ofreflection effect into RCPWAVE Model is made .The longshore sediment transport rates based on CERC 1975 , CERC 1984 and HANSON 1989 formulas are examined and applied. From variable wave data of many years , the new parameters (monthly and annual representative deepwater waves ) are introduced and used to compute shoreline evolution by two corresponding programs based on explicit scheme. These studies are applied to calculate the shoreline change in the western side of Map Ta Phut port. The comparison between computed and field results after two years is made . The obtained results confirm the capability of RCPWAVE model and the proposed method based on monthly and annual representative deepwater waves in morphological computation .
650 0 _aWaves
_xMathematical models
700 0 _aSuphat Vongvisessomjai,
_eChairperson
700 0 _aTawatchai Tingsanchali,
_eExamination committee
700 1 _aTanaka, Hitoshi,
_eExamination committee
700 0 _aSutat Weesakul,
_eExamination committee
710 2 _aDAAD,
_eScholarship donor
810 2 _aAsian Institute of Technology.
_tThesis ;
_vno. WA-93-14
856 _3Full-Text
_uhttp://203.159.5.9/ait-thesis/detail.php?q=B16384
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