Hydraulic Model Prediction of the Total Load of Sediment Transport in The Euphrates River at The Upstream Ramadi Barrage
Examining river engineering properties and bed erosion is one of the most challenging but crucial issues in river engineering and sediment hydraulics, so preventing erosion and sedimentation is one of the primary goals of river management and prediction of river behavior. This research aims to give...
| Main Authors: | , |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
EDP Sciences
2023-01-01
|
| Series: | E3S Web of Conferences |
| Subjects: | |
| Online Access: | https://www.e3s-conferences.org/articles/e3sconf/pdf/2023/64/e3sconf_icgee2023_04005.pdf |
| _version_ | 1797673490505007104 |
|---|---|
| author | Hammad Abdulhaleem A. Sulaiman Sadeq O. |
| author_facet | Hammad Abdulhaleem A. Sulaiman Sadeq O. |
| author_sort | Hammad Abdulhaleem A. |
| collection | DOAJ |
| description | Examining river engineering properties and bed erosion is one of the most challenging but crucial issues in river engineering and sediment hydraulics, so preventing erosion and sedimentation is one of the primary goals of river management and prediction of river behavior. This research aims to give hydraulic engineers and decision-makers an accurate and dependable sediment transport equation that could be utilized to govern river engineering and modify river morphology. This study evaluated the carried sediments and their estimated quantity upstream of the Ramadi Barrage on the Euphrates River in the Anbar area of western Iraq. Six formulas, including Yang, Shen, Hung, Ackers and White, Engelund and Hansen, and Bagnold's and Toffaleti's, were used to evaluate the applicability of sediment transport in the study area. The performance of these models was assessed based on the precision of the actual sediment load relative to a specified deviation ratio. The analyses indicated that the Engelund-Hansen formula is the most applicable for this section of the river; that concludes, field data indicated an annual total sediment flow of roughly 1, 536, 337 tons. |
| first_indexed | 2024-03-11T21:46:10Z |
| format | Article |
| id | doaj.art-074492be25db466cafff5c4573b6d686 |
| institution | Directory Open Access Journal |
| issn | 2267-1242 |
| language | English |
| last_indexed | 2024-03-11T21:46:10Z |
| publishDate | 2023-01-01 |
| publisher | EDP Sciences |
| record_format | Article |
| series | E3S Web of Conferences |
| spelling | doaj.art-074492be25db466cafff5c4573b6d6862023-09-26T10:12:00ZengEDP SciencesE3S Web of Conferences2267-12422023-01-014270400510.1051/e3sconf/202342704005e3sconf_icgee2023_04005Hydraulic Model Prediction of the Total Load of Sediment Transport in The Euphrates River at The Upstream Ramadi BarrageHammad Abdulhaleem A.0Sulaiman Sadeq O.1Dams and Water Resources Engineering Department, University of AnbarDams and Water Resources Engineering Department, University of AnbarExamining river engineering properties and bed erosion is one of the most challenging but crucial issues in river engineering and sediment hydraulics, so preventing erosion and sedimentation is one of the primary goals of river management and prediction of river behavior. This research aims to give hydraulic engineers and decision-makers an accurate and dependable sediment transport equation that could be utilized to govern river engineering and modify river morphology. This study evaluated the carried sediments and their estimated quantity upstream of the Ramadi Barrage on the Euphrates River in the Anbar area of western Iraq. Six formulas, including Yang, Shen, Hung, Ackers and White, Engelund and Hansen, and Bagnold's and Toffaleti's, were used to evaluate the applicability of sediment transport in the study area. The performance of these models was assessed based on the precision of the actual sediment load relative to a specified deviation ratio. The analyses indicated that the Engelund-Hansen formula is the most applicable for this section of the river; that concludes, field data indicated an annual total sediment flow of roughly 1, 536, 337 tons.https://www.e3s-conferences.org/articles/e3sconf/pdf/2023/64/e3sconf_icgee2023_04005.pdfbed loadempirical equationseuphrates riversediment transportsuspended load |
| spellingShingle | Hammad Abdulhaleem A. Sulaiman Sadeq O. Hydraulic Model Prediction of the Total Load of Sediment Transport in The Euphrates River at The Upstream Ramadi Barrage E3S Web of Conferences bed load empirical equations euphrates river sediment transport suspended load |
| title | Hydraulic Model Prediction of the Total Load of Sediment Transport in The Euphrates River at The Upstream Ramadi Barrage |
| title_full | Hydraulic Model Prediction of the Total Load of Sediment Transport in The Euphrates River at The Upstream Ramadi Barrage |
| title_fullStr | Hydraulic Model Prediction of the Total Load of Sediment Transport in The Euphrates River at The Upstream Ramadi Barrage |
| title_full_unstemmed | Hydraulic Model Prediction of the Total Load of Sediment Transport in The Euphrates River at The Upstream Ramadi Barrage |
| title_short | Hydraulic Model Prediction of the Total Load of Sediment Transport in The Euphrates River at The Upstream Ramadi Barrage |
| title_sort | hydraulic model prediction of the total load of sediment transport in the euphrates river at the upstream ramadi barrage |
| topic | bed load empirical equations euphrates river sediment transport suspended load |
| url | https://www.e3s-conferences.org/articles/e3sconf/pdf/2023/64/e3sconf_icgee2023_04005.pdf |
| work_keys_str_mv | AT hammadabdulhaleema hydraulicmodelpredictionofthetotalloadofsedimenttransportintheeuphratesriverattheupstreamramadibarrage AT sulaimansadeqo hydraulicmodelpredictionofthetotalloadofsedimenttransportintheeuphratesriverattheupstreamramadibarrage |