Unsteady weir flow

AuthorBarbhuiya, A. A. Samsul Haque
Call NumberAIT Thesis no. 453
Subject(s)Weirs
Hydraulic structures
NoteA thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering of the Asian Institute of Technology, Bangkok, Thailand.
PublisherAsian Institute of Technology
AbstractA theoretical study of the transient flow through a sharp edged rectangular weir was made in this research. The transient nature of the flow was caused by storing water in the approach channel by closing the weir opening with a removable plate and then suddenly removing the plate. The study revealed that when the plate was suddenly removed a negative wave travelled upstream. The wave was reflected at the upstream barrier and moved back downstream. During the propagation of the negative wave upstream and then downstream of the channel, the head on the weir remained constant. The discharge over the weir during this period followed a steady-state relationship Q = ∝ H β where Q was the steady discharge, H was the steady head and a and were the steady-state properties of the weir. When the reflected negative wave reached the weir it was reflected again. During this reflection the head and discharge over the weir were continually decreasing. After the reflection the negative wave again travelled upstream resulting in a new head and discharge over the weir and the process was repeated. The study also disclosed that unsteady weir flow might be adopted to make a rough estimate of the steady state properties of a weir ∝ and β where direct measurement of the weight or volume of flow would not be possible.
Year1972
TypeThesis
SchoolStudent Research Before 1980
DepartmentOther Field of Studies (No Department)
Academic Program/FoSThesis (Year <=1979)
Chairperson(s)Ackermann, Norbert L.
Examination Committee(s)Arbhabhirama Anat ;Niwat Daranandana
Scholarship Donor(s)KEIDANREN Foundation
DegreeThesis (M. Eng.) - Asian Institute of Technology, 1972


Usage Metrics
View Detail9
Read PDF0
Download PDF0