Abstract
This study deals with the evaluation of discharge coefficient of semicircle
crested weir extending across the full width of the channel (suppressed).It is stable
over flow pattern, easy to pass floating debris, and has large coefficient of
discharge. Data obtained from laboratory experiments provide information on
head – discharge relationship for three models with different radius of curvature.
Each model has an empirical head- discharge equation. The momentum equation
is applied to derive discharge per unit width. The predicted values of discharge
coefficient for the proposed models based on direct discharge measurement & the
derived discharge equation. The proper application of this study is an equation
show that the discharge coefficient is proportional with upstream head above weir
crest & inversely with the radius of curvature.
crested weir extending across the full width of the channel (suppressed).It is stable
over flow pattern, easy to pass floating debris, and has large coefficient of
discharge. Data obtained from laboratory experiments provide information on
head – discharge relationship for three models with different radius of curvature.
Each model has an empirical head- discharge equation. The momentum equation
is applied to derive discharge per unit width. The predicted values of discharge
coefficient for the proposed models based on direct discharge measurement & the
derived discharge equation. The proper application of this study is an equation
show that the discharge coefficient is proportional with upstream head above weir
crest & inversely with the radius of curvature.