01778nam a2200265   450000500170000000800410001703500150005810000160007324500380008926000520012730000140017949000270019350001390022050200580035952006710041765000350108865000350112370000380115870000520119670000450124870000430129371000520133681000590138885600650144720260818153644.0130598         th                  eng    a.b104068391 aChen, A-han10aLocal scour around circular piers  aBangkok :bAsian Institute of Technology,c1980  aix, 66 p.1 aThesis ;vno. WA-79-27  aA thesis submitted in partial fulfilment of requirements for the degree of Master of Engineering, School of Engineering and Technology  aThesis (M.Eng.) - Asian Institute of Technology, 1980  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. 0aScour and fill (Geomorphology) 0aBridgesxFoundations and piers1 aOverbeek, Henk Jen, eChairperson0 aTawatchai Tingsanchali, eExamination Committee0 aPrida Thimakorn, eExamination Committee1 aChian-Min, Wu, eExamination Committee2 aCarl Duisberg-Gesellschaft, eScholarship Donor2 aAsian Institute of Technology.tThesis ;vno. WA-79-27  3Full-Textuhttp://203.159.5.9/ait-thesis/detail.php?q=B22175