Effect of geometry and hydraulic parameters on the bed morphology in a confluence using numerical approach
Abstract The confluence of rivers is an important phenomenon that is really vital for irrigation and water transmission networks. Investigation on bed morphology at the junction of two streams is of great importance. Flow complexity at confluences, as well as being at risks of rising water levels an...
| Main Authors: | , , , |
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| Format: | Article |
| Language: | English |
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SpringerOpen
2023-08-01
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| Series: | Applied Water Science |
| Subjects: | |
| Online Access: | https://doi.org/10.1007/s13201-023-01999-y |
| _version_ | 1797689160920727552 |
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| author | Milad Pourvahedi Khosrow Hosseini Sayed-Farhad Mousavi Kiarash Geranmayeh |
| author_facet | Milad Pourvahedi Khosrow Hosseini Sayed-Farhad Mousavi Kiarash Geranmayeh |
| author_sort | Milad Pourvahedi |
| collection | DOAJ |
| description | Abstract The confluence of rivers is an important phenomenon that is really vital for irrigation and water transmission networks. Investigation on bed morphology at the junction of two streams is of great importance. Flow complexity at confluences, as well as being at risks of rising water levels and flooding, interfering with the use of bridges, filling the inlets of the ponds and reducing the efficiency of water transport are resulted by this phenomenon. The purpose of this research is to investigate the effect of geometric and hydraulic parameters, such as junction angle, width ratio of two intersected canals, and Froude number on the bed morphology at intersection, using SSIIM2. Validation of the results of numerical model in terms of hydraulic and morphology parameters indicated good correlations coefficients of 0.9 and 0.68, respectively. In the next step, the effect of intersection angle (45, 60, 75, 90 and 105 degrees) on the scour depth was investigated. By decreasing the junction angle from 105° to 45°, the maximum scour depth reduced to about 96% and the scour hole dimensions were smaller and moved toward the confluence shore. Furthermore, the results showed that by increasing the width ratio from 0.5 to 1, and also, decreasing the Froude number ratio of tributary to main channel from 3 to 0.68, maximum scour depth decreased by 25% and 30%, respectively. |
| first_indexed | 2024-03-12T01:41:58Z |
| format | Article |
| id | doaj.art-f3fa55bc494c4e76bef06423863d5865 |
| institution | Directory Open Access Journal |
| issn | 2190-5487 2190-5495 |
| language | English |
| last_indexed | 2024-03-12T01:41:58Z |
| publishDate | 2023-08-01 |
| publisher | SpringerOpen |
| record_format | Article |
| series | Applied Water Science |
| spelling | doaj.art-f3fa55bc494c4e76bef06423863d58652023-09-10T11:21:29ZengSpringerOpenApplied Water Science2190-54872190-54952023-08-0113911010.1007/s13201-023-01999-yEffect of geometry and hydraulic parameters on the bed morphology in a confluence using numerical approachMilad Pourvahedi0Khosrow Hosseini1Sayed-Farhad Mousavi2Kiarash Geranmayeh3Department of Water Engineering and Hydraulic Structures, Faculty of Civil Engineering, Semnan UniversityDepartment of Water Engineering and Hydraulic Structures, Faculty of Civil Engineering, Semnan UniversityDepartment of Water Engineering and Hydraulic Structures, Faculty of Civil Engineering, Semnan UniversityDepartment of Water Engineering and Hydraulic Structures, Faculty of Civil Engineering, Semnan UniversityAbstract The confluence of rivers is an important phenomenon that is really vital for irrigation and water transmission networks. Investigation on bed morphology at the junction of two streams is of great importance. Flow complexity at confluences, as well as being at risks of rising water levels and flooding, interfering with the use of bridges, filling the inlets of the ponds and reducing the efficiency of water transport are resulted by this phenomenon. The purpose of this research is to investigate the effect of geometric and hydraulic parameters, such as junction angle, width ratio of two intersected canals, and Froude number on the bed morphology at intersection, using SSIIM2. Validation of the results of numerical model in terms of hydraulic and morphology parameters indicated good correlations coefficients of 0.9 and 0.68, respectively. In the next step, the effect of intersection angle (45, 60, 75, 90 and 105 degrees) on the scour depth was investigated. By decreasing the junction angle from 105° to 45°, the maximum scour depth reduced to about 96% and the scour hole dimensions were smaller and moved toward the confluence shore. Furthermore, the results showed that by increasing the width ratio from 0.5 to 1, and also, decreasing the Froude number ratio of tributary to main channel from 3 to 0.68, maximum scour depth decreased by 25% and 30%, respectively.https://doi.org/10.1007/s13201-023-01999-yErosionSediment patternChannel confluenceSide channelScour holeSSIIM 2.0 |
| spellingShingle | Milad Pourvahedi Khosrow Hosseini Sayed-Farhad Mousavi Kiarash Geranmayeh Effect of geometry and hydraulic parameters on the bed morphology in a confluence using numerical approach Applied Water Science Erosion Sediment pattern Channel confluence Side channel Scour hole SSIIM 2.0 |
| title | Effect of geometry and hydraulic parameters on the bed morphology in a confluence using numerical approach |
| title_full | Effect of geometry and hydraulic parameters on the bed morphology in a confluence using numerical approach |
| title_fullStr | Effect of geometry and hydraulic parameters on the bed morphology in a confluence using numerical approach |
| title_full_unstemmed | Effect of geometry and hydraulic parameters on the bed morphology in a confluence using numerical approach |
| title_short | Effect of geometry and hydraulic parameters on the bed morphology in a confluence using numerical approach |
| title_sort | effect of geometry and hydraulic parameters on the bed morphology in a confluence using numerical approach |
| topic | Erosion Sediment pattern Channel confluence Side channel Scour hole SSIIM 2.0 |
| url | https://doi.org/10.1007/s13201-023-01999-y |
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