Title of article
FREE OVERFALL FROM CIRCULAR CHANNELS WITH FLAT BASE
Author/Authors
Dey، Subhasish نويسنده ,
Issue Information
روزنامه با شماره پیاپی سال 2005
Pages
-71
From page
72
To page
0
Abstract
This paper presents a comparative study between the results obtained from the mathematical model and the experimental data of free overfall in circular channels (with and without flat base), following statistical and error analyses of data to ascertain the adequacy of the mathematical model. For the discharge predictions, the mathematical model tuned by an adjustable parameter is found to be accurate one, while the regression (empirical) formula fails to estimate discharge precisely.
Keywords
Sedimentation , design , Abatement and removal , mathematical models , Particle size , Numerical models
Journal title
JOURNAL OF THE HYDRAULIC RESEARCH
Serial Year
2005
Journal title
JOURNAL OF THE HYDRAULIC RESEARCH
Record number
65265
Link To Document