Calibration and Verification of the Hydraulic Model for Blue Nile River from Roseires Dam to Khartoum City

This research represents a practical attempt applied to calibrate and verify a hydraulic model for the Blue Nile River. The calibration procedures are performed using the observed data for a previous period and comparing them with the calibration results while verification requirements are achieved...

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Main Authors: Kamal edin ELsidig Bashar, Prof. Dr., Basim Hussein Khudair, Ass. Prof. Dr., Ghassn khalaf khalid, Instructor
Format: Article
Language:English
Published: University of Baghdad 2015-12-01
Series:Journal of Engineering
Subjects:
Online Access:http://joe.uobaghdad.edu.iq/index.php/main/article/view/289
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author Kamal edin ELsidig Bashar, Prof. Dr.
Basim Hussein Khudair, Ass. Prof. Dr.
Ghassn khalaf khalid, Instructor
author_facet Kamal edin ELsidig Bashar, Prof. Dr.
Basim Hussein Khudair, Ass. Prof. Dr.
Ghassn khalaf khalid, Instructor
author_sort Kamal edin ELsidig Bashar, Prof. Dr.
collection DOAJ
description This research represents a practical attempt applied to calibrate and verify a hydraulic model for the Blue Nile River. The calibration procedures are performed using the observed data for a previous period and comparing them with the calibration results while verification requirements are achieved with the application of the observed data for another future period and comparing them with the verification results. The study objective covered a relationship of the river terrain with the distance between the assumed points of the dam failures along the river length. The computed model values and the observed data should conform to the theoretical analysis and the overall verification performance of the model by comparing it with another set of data. The model was calibrated using data from gauging stations (Khartoum, Wad Medani, downstream Sennar, and downstream Roseires) during the period from the 1st of May to 31 of October 1988 and the verification was done using the data of the same gauging stations for years 2003 and 2010 for the same period. The required available data from these stations were collected, processed and used in the model calibration. The geometry input files for the HEC-RAS models were created using a combination of ArcGIS and HEC-GeoRAS. The results revealed high correlation (R2 ˃ 0.9) between the observed and calibrated water levels in all gauging stations during 1988 and also high correlation between the observed and verification water levels was obtained in years 2003 and 2010. Verification results with the equation and degree of correlation can be used to predict future data of any expected data for the same stations.
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spelling doaj.art-88f582f8354a40dbb7f0d6c982d741032023-09-02T23:57:47ZengUniversity of BaghdadJournal of Engineering1726-40732520-33392015-12-012112Calibration and Verification of the Hydraulic Model for Blue Nile River from Roseires Dam to Khartoum CityKamal edin ELsidig Bashar, Prof. Dr.0Basim Hussein Khudair, Ass. Prof. Dr.1Ghassn khalaf khalid, Instructor2College of Engineering - Omdurman Islamic UniversityCollege of Engineering-University of BaghdadCollege of Engineering - University of DiyalaThis research represents a practical attempt applied to calibrate and verify a hydraulic model for the Blue Nile River. The calibration procedures are performed using the observed data for a previous period and comparing them with the calibration results while verification requirements are achieved with the application of the observed data for another future period and comparing them with the verification results. The study objective covered a relationship of the river terrain with the distance between the assumed points of the dam failures along the river length. The computed model values and the observed data should conform to the theoretical analysis and the overall verification performance of the model by comparing it with another set of data. The model was calibrated using data from gauging stations (Khartoum, Wad Medani, downstream Sennar, and downstream Roseires) during the period from the 1st of May to 31 of October 1988 and the verification was done using the data of the same gauging stations for years 2003 and 2010 for the same period. The required available data from these stations were collected, processed and used in the model calibration. The geometry input files for the HEC-RAS models were created using a combination of ArcGIS and HEC-GeoRAS. The results revealed high correlation (R2 ˃ 0.9) between the observed and calibrated water levels in all gauging stations during 1988 and also high correlation between the observed and verification water levels was obtained in years 2003 and 2010. Verification results with the equation and degree of correlation can be used to predict future data of any expected data for the same stations.http://joe.uobaghdad.edu.iq/index.php/main/article/view/289calibration, verification, Blue Nile, Roseires dam, hydraulic model.
spellingShingle Kamal edin ELsidig Bashar, Prof. Dr.
Basim Hussein Khudair, Ass. Prof. Dr.
Ghassn khalaf khalid, Instructor
Calibration and Verification of the Hydraulic Model for Blue Nile River from Roseires Dam to Khartoum City
Journal of Engineering
calibration, verification, Blue Nile, Roseires dam, hydraulic model.
title Calibration and Verification of the Hydraulic Model for Blue Nile River from Roseires Dam to Khartoum City
title_full Calibration and Verification of the Hydraulic Model for Blue Nile River from Roseires Dam to Khartoum City
title_fullStr Calibration and Verification of the Hydraulic Model for Blue Nile River from Roseires Dam to Khartoum City
title_full_unstemmed Calibration and Verification of the Hydraulic Model for Blue Nile River from Roseires Dam to Khartoum City
title_short Calibration and Verification of the Hydraulic Model for Blue Nile River from Roseires Dam to Khartoum City
title_sort calibration and verification of the hydraulic model for blue nile river from roseires dam to khartoum city
topic calibration, verification, Blue Nile, Roseires dam, hydraulic model.
url http://joe.uobaghdad.edu.iq/index.php/main/article/view/289
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AT basimhusseinkhudairassprofdr calibrationandverificationofthehydraulicmodelforbluenileriverfromroseiresdamtokhartoumcity
AT ghassnkhalafkhalidinstructor calibrationandverificationofthehydraulicmodelforbluenileriverfromroseiresdamtokhartoumcity