This paper presents an empirical, non-linear, multi variable regression model for predicting discharge in smooth asymmetric compound rectangular channel. The model is developed using experimental discharge data generated from testing nine different channel cross-sections with varied geometric dimensions. The predictive strength of the developed regression model is validated using several major statistics. All deployed statistics have indicated that the developed model is highly significant. In addition, the area method has been used to validate the model’s discharge predictive strength. The area method predicts discharge mainly based on the cross-section geometry and apparent shear stress. As obtained from the literature, a sample of three...
AbstractThe momentum exchange in the mixing zone of compound channel is a common phenomenon and has ...
Shear stress comprises basic information for predicting the average depth velocity and discharge in ...
A series of experiments was carried out in a two-stage flume having a smooth main channel and smooth...
Published in : ISH Journal of Hydraulic EngineeringThis paper presents an empirical, non-linear, mul...
This study is related to flow measurement structures of asymmetric compound cross section mostly sug...
Abstract – Although different methods for estimating the discharge capacity of compound channels hav...
A method for predicting the depth-discharge relationship in a compound channel is developed and appl...
- This study introduced another technique to predict the discharge coefficient (Cd) of the triangula...
Published in : Flow Measurement and Instrumentation, Volume 38, August 2014, Pages 40-48Experimental...
This research examines the flow in both simple and compound channels through numerical and physical ...
Experimental testing of 9 different rectangular compound cross-section flow measurement flumes with ...
A number of methods and formulae has been proposed in the literature to estimate the discharge capac...
The practical interest to study the flow in compound channel section arises from the necessity for a...
River engineers often analyze the overbank fl ows using subdivision techniques through the selection...
A method for predicting the stage-discharge relationship in a straight compound channel is presented...
AbstractThe momentum exchange in the mixing zone of compound channel is a common phenomenon and has ...
Shear stress comprises basic information for predicting the average depth velocity and discharge in ...
A series of experiments was carried out in a two-stage flume having a smooth main channel and smooth...
Published in : ISH Journal of Hydraulic EngineeringThis paper presents an empirical, non-linear, mul...
This study is related to flow measurement structures of asymmetric compound cross section mostly sug...
Abstract – Although different methods for estimating the discharge capacity of compound channels hav...
A method for predicting the depth-discharge relationship in a compound channel is developed and appl...
- This study introduced another technique to predict the discharge coefficient (Cd) of the triangula...
Published in : Flow Measurement and Instrumentation, Volume 38, August 2014, Pages 40-48Experimental...
This research examines the flow in both simple and compound channels through numerical and physical ...
Experimental testing of 9 different rectangular compound cross-section flow measurement flumes with ...
A number of methods and formulae has been proposed in the literature to estimate the discharge capac...
The practical interest to study the flow in compound channel section arises from the necessity for a...
River engineers often analyze the overbank fl ows using subdivision techniques through the selection...
A method for predicting the stage-discharge relationship in a straight compound channel is presented...
AbstractThe momentum exchange in the mixing zone of compound channel is a common phenomenon and has ...
Shear stress comprises basic information for predicting the average depth velocity and discharge in ...
A series of experiments was carried out in a two-stage flume having a smooth main channel and smooth...