Development of Stage – Distance – Discharge Relationship and Rating Curve using Least Square Method
Publish place: Civil Engineering Journal، Vol: 5، Issue: 9
Publish Year: 1398
نوع سند: مقاله ژورنالی
زبان: English
View: 99
This Paper With 11 Page And PDF Format Ready To Download
- Certificate
- من نویسنده این مقاله هستم
استخراج به نرم افزارهای پژوهشی:
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