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035 _a.b11491267
099 9 _aAIT Thesis no. 360
100 1 _aHsu, Rong-chung
245 1 0 _aStudy on wave overtopping
260 _aBangkok :
_bAsian Institute of Technology,
_c1971
300 _a88 leaves
490 1 _aThesis ;
_vno. 360
500 _aA thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering of the Asian Institute of Technology, Bangkok, Thailand.
502 _aThesis (M.Eng.) - Asian Institute of Technology, 1971
520 _aThe problem "how to estimate the wave run-up and overtopping" has been important in design work of protective structures for as long as they are built. Although it has been considered as a complicated phenomenon, wave overtopping has been generally recognized as a combined effect mainly caused by wave and structure characteristics. The·· most previous investigations on this topic were rather confined on experimental data and dimensional analysis. Here, a detenninistic way in analytical approach with the modified broad-crested weir formula is employed after KIKKAWA and SHI-IGAI (1968). In this study, the governing equations for the sinusoidal and linear wave profiles are shown respectively as follows: With the analysis on system concept, the computed values of the characteristic parameter k have a quite consistent range throughout the experimental data in both author's tests at AIT and those of SAVILLE's experiments. Therefore the relationship between k and Ho /Lo or k versus e is expected to have the advantage in fairly estimating the each time wave overtopping. Some useful figures prepared from theoretical computations are also provided herein for practical uses.
650 1 0 _aWaves
700 1 _aShi-igai, Hiroyoshi,
_eChairperson
700 0 _aSubin Pinkayan,
_eExamination Committee
700 0 _aNiwat Daranandana,
_eExamination Committee
710 2 _a Asian Institute of Technology,
_eScholarship Donor
810 2 _aAsian Institute of Technology.
_tThesis ;
_vno. 360
856 _3Full-Text
_uhttp://203.159.5.9/ait-thesis/detail.php?q=B24447
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