Development of Stage – Distance – Discharge Relationship and Rating Curve using Least Square Method

Publish Year: 1398
نوع سند: مقاله ژورنالی
زبان: English
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شناسه ملی سند علمی:

JR_CEJ-5-9_008

تاریخ نمایه سازی: 28 تیر 1404

Abstract:

For any river, besides the importance of stage – discharge relationship (rating curve), a stage-discharge- distance relationship is of more significance. The accurate estimation of both relationships along a river reach is considered a key point for various applications of water resources engineering such as operation and management of water resources projects, designing of hydraulic structures, and sediment analysis. In this paper, both relationships were established for the Shatt Al – Hillah river reach by applying multiple linear regression and simple linear regression using least square method for determining regression equations. Twelve gauging stations including three primary and nine secondary stations were considered for this method. Moreover, for evaluating the performance of both regressions, statistical measures such as coefficient of determination, root mean square error, mean square error, and Thiel's factor were used. The study results generally indicate a superior performance of both modeling techniques. MLR model was able to predict and mimic the stage-discharge-distance relationship with a coefficient correlation of about ۰.۹۳۲, while SLR model was able to predict three rating curves for the three primary stations with coefficient correlation of about ۰.۹۶۰, ۰.۹۴۳, and ۰.۹۲۴ respectively.For any river, besides the importance of stage – discharge relationship (rating curve), a stage-discharge- distance relationship is of more significance. The accurate estimation of both relationships along a river reach is considered a key point for various applications of water resources engineering such as operation and management of water resources projects, designing of hydraulic structures, and sediment analysis. In this paper, both relationships were established for the Shatt Al – Hillah river reach by applying multiple linear regression and simple linear regression using least square method for determining regression equations. Twelve gauging stations including three primary and nine secondary stations were considered for this method. Moreover, for evaluating the performance of both regressions, statistical measures such as coefficient of determination, root mean square error, mean square error, and Thiel's factor were used. The study results generally indicate a superior performance of both modeling techniques. MLR model was able to predict and mimic the stage-discharge-distance relationship with a coefficient correlation of about ۰.۹۳۲, while SLR model was able to predict three rating curves for the three primary stations with coefficient correlation of about ۰.۹۶۰, ۰.۹۴۳, and ۰.۹۲۴ respectively.

Keywords:

MLR Multiple Linear Regression Discharge Water Elevation Least Squares Method SLR Simple Linear Regression.

Authors

Nariman Yahya Othman

University of Babylon, College of Engineering, Department of Civil Engineering, Babylon,, Iraq

Zahra Abd Saleh

University of Babylon, College of Engineering, Department of Civil Engineering, Babylon, Iraq

Zainab Ali Omran

University of Babylon, College of Engineering, Department of Civil Engineering, Babylon, Iraq