Numerical Investigating of Flow and Discharge Coefficient Over the Duckbill and Oblique Weirs
For a given channel width, duckbill and oblique weirs have longer effective length, and this could be effective on their dis-charge coefficients and efficiency. In this study, we tried to examine the role of some of the hydraulic and geometric parameters of mentioned weirs and their height on the di...
Main Authors: | Somayeh Emami, Javad Parsa |
---|---|
Format: | Article |
Language: | fas |
Published: |
University of Qom
2019-08-01
|
Series: | پژوهشهای زیرساختهای عمرانی |
Subjects: | |
Online Access: | https://cer.qom.ac.ir/article_1439_e529efde68224601c247e488c9e04667.pdf |
Similar Items
-
Behavior of the Discharge Coefficient for the Overflow Characteristics of Oblique Circular Weirs
by: Emad Abdul Gabbar Al Babely
Published: (2012-12-01) -
Behavior of the Discharge Coefficient for the Overflow Characteristics of Oblique Circular Weirs
by: Emad Abdul Gabbar Al Babely
Published: (2013-04-01) -
Behavior of the Discharge Coefficient for the Overflow Characteristics of Oblique Circular Weirs
by: Emad Abdul Gabbar Al Babely
Published: (2012-03-01) -
Discharge Coefficient for Cylindrical Weirs
by: Rukaia A. Hussain, et al.
Published: (2006-03-01) -
Utilization of ANN technique to estimate the discharge coefficient for trapezoidal weir-gate
by: Sahib Jumana Hadi, et al.
Published: (2022-03-01)