1 AIT Asian Institute of Technology

Local scour around circular piers

AuthorChen, A-han
Call NumberAIT Thesis no. WA-79-27
Subject(s)Scour and fill (Geomorphology)
Bridges--Foundations and piers
NoteA thesis submitted in partial fulfilment of requirements for the degree of Master of Engineering, School of Engineering and Technology
PublisherAsian Institute of Technology
AbstractThe 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.
Year1980
TypeThesis
SchoolSchool of Engineering and Technology
DepartmentDepartment of Civil and Infrastucture Engineering (DCIE)
Academic Program/FoSWater Resources Research Engineering (WA)
Chairperson(s)Overbeek, Henk Jen
Examination Committee(s)Tawatchai Tingsanchali ;Prida Thimakorn ;Chian-Min, Wu
Scholarship Donor(s)Carl Duisberg-Gesellschaft
DegreeThesis (M.Eng.) - Asian Institute of Technology, 1980


Usage Metrics
View Detail0
Read PDF0
Download PDF0