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008 130598 th eng
035 _a.b10406839
099 9 _aAIT Thesis no. WA-79-27
100 1 _aChen, A-han
245 1 0 _aLocal scour around circular piers
260 _aBangkok :
_bAsian Institute of Technology,
_c1980
300 _aix, 66 p.
490 1 _aThesis ;
_vno. WA-79-27
500 _aA thesis submitted in partial fulfilment of requirements for the degree of Master of Engineering, School of Engineering and Technology
502 _aThesis (M.Eng.) - Asian Institute of Technology, 1980
520 _aThe purpose of this study is to understand the significance of different variables/parameters which control the scour depth of the circular pier, and, to identify the applicability of some working equations which were obtained by other investigators. Two kinds of sands and three sizes of circular piers were used in this experiment, and 16 runs were performed under different flow conditions. Some equations found by other investigators are discussed in relative to the results obtained from this study and finally a design criterion for estimating the likely scour depth of the circular pier for the case of scour with continuous sediment motion is established.
650 0 _aScour and fill (Geomorphology)
650 0 _aBridges
_xFoundations and piers
700 1 _aOverbeek, Henk Jen,
_eChairperson
700 0 _aTawatchai Tingsanchali,
_eExamination Committee
700 0 _aPrida Thimakorn,
_eExamination Committee
700 1 _aChian-Min, Wu,
_eExamination Committee
710 2 _aCarl Duisberg-Gesellschaft,
_eScholarship Donor
810 2 _aAsian Institute of Technology.
_tThesis ;
_vno. WA-79-27
856 _3Full-Text
_uhttp://203.159.5.9/ait-thesis/detail.php?q=B22175
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