Classification of surface regimes over broad-crested gabion weir
The present study investigate 12 experimental broad-crested gabion models. In order to investigate the flow regimes over this structure, hydraulic characteristics were measured under different submergence conditions. A comparison of coefficient discharge values showed that a significant increase in...
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Sharif University of Technology
2021-08-01
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| Series: | مهندسی عمران شریف |
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| Online Access: | https://sjce.journals.sharif.edu/article_22242_596337e0dce6343de4d70cbf364775dd.pdf |
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| author | S. Salehi k. Esmaili A. Parmodeh |
| author_facet | S. Salehi k. Esmaili A. Parmodeh |
| author_sort | S. Salehi |
| collection | DOAJ |
| description | The present study investigate 12 experimental broad-crested gabion models. In order to investigate the flow regimes over this structure, hydraulic characteristics were measured under different submergence conditions. A comparison of coefficient discharge values showed that a significant increase in these values was observed between the broad-crested and broad-crested gabion weirs. It seemed that the passed flows through gabion weir could raise the discharge coefficient values versus the same values with same hydraulic condition for solid broad-crested weir. To predict the discharge values over this weir, reduction factor has been calculated for the experiments in different submerged ratio. By considering the submergence ratio, an equation has been proposed to calculate these values. Three regimes have been introduced to measure the water surface profiles as free flow, (I) surface jump regime, (II) surface wave regime, (III) Deeply submerge regime. Due to increase the tail water height, water surface profile was measured as proposed regimes. The surface jump regime was defined as a downstream hydraulic jump which was developed from downstream location of channel to the weir crest. Additionally, the water surface turn to the series of downward waves which is called surface wave regime. By increasing the submerged ratio, the surface wave regime was vanished as the deeply submerged condition. The submerged ratio 0.18 has been proposed to region the surface jump regime and surface wave regime. Also, based on submerged ratio, an equation has been proposed to separate the surface wave regime and deeply submerge regime. The longitudinal velocity has been measured by ADV probe at the downstream broad-crested weir over the longitudinal section. Comparing between measured longitudinal velocity and color injection illustrates that increasing the submergence ratio causes the flow within gabion weir has marginally decreased and this flow is dependent on submergence ratio. The color injection results show the passed the performance of gabion weir in deeply submerged regime is same as broad-crested weir and the flow with in gabion will be negligible over the developed deeply submerged regime. |
| first_indexed | 2024-03-12T13:48:46Z |
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| id | doaj.art-2503553ac5894a1481e1005e8877ceed |
| institution | Directory Open Access Journal |
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| language | fas |
| last_indexed | 2024-03-12T13:48:46Z |
| publishDate | 2021-08-01 |
| publisher | Sharif University of Technology |
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| series | مهندسی عمران شریف |
| spelling | doaj.art-2503553ac5894a1481e1005e8877ceed2023-08-23T07:41:01ZfasSharif University of Technologyمهندسی عمران شریف2676-47682676-47762021-08-0137.22.231210.24200/j30.2021.55415.272922242Classification of surface regimes over broad-crested gabion weirS. Salehi0k. Esmaili1A. Parmodeh2Dept. of Civil Engineering Ferdowsi University MashhadDept. of Civil Engineering Ferdowsi University MashhadDept. of Civil Engineering Ferdowsi University MashhadThe present study investigate 12 experimental broad-crested gabion models. In order to investigate the flow regimes over this structure, hydraulic characteristics were measured under different submergence conditions. A comparison of coefficient discharge values showed that a significant increase in these values was observed between the broad-crested and broad-crested gabion weirs. It seemed that the passed flows through gabion weir could raise the discharge coefficient values versus the same values with same hydraulic condition for solid broad-crested weir. To predict the discharge values over this weir, reduction factor has been calculated for the experiments in different submerged ratio. By considering the submergence ratio, an equation has been proposed to calculate these values. Three regimes have been introduced to measure the water surface profiles as free flow, (I) surface jump regime, (II) surface wave regime, (III) Deeply submerge regime. Due to increase the tail water height, water surface profile was measured as proposed regimes. The surface jump regime was defined as a downstream hydraulic jump which was developed from downstream location of channel to the weir crest. Additionally, the water surface turn to the series of downward waves which is called surface wave regime. By increasing the submerged ratio, the surface wave regime was vanished as the deeply submerged condition. The submerged ratio 0.18 has been proposed to region the surface jump regime and surface wave regime. Also, based on submerged ratio, an equation has been proposed to separate the surface wave regime and deeply submerge regime. The longitudinal velocity has been measured by ADV probe at the downstream broad-crested weir over the longitudinal section. Comparing between measured longitudinal velocity and color injection illustrates that increasing the submergence ratio causes the flow within gabion weir has marginally decreased and this flow is dependent on submergence ratio. The color injection results show the passed the performance of gabion weir in deeply submerged regime is same as broad-crested weir and the flow with in gabion will be negligible over the developed deeply submerged regime.https://sjce.journals.sharif.edu/article_22242_596337e0dce6343de4d70cbf364775dd.pdfgabion weirflow regime classificationdischarge coefficientreduction factorfree flowsubmerged flow |
| spellingShingle | S. Salehi k. Esmaili A. Parmodeh Classification of surface regimes over broad-crested gabion weir مهندسی عمران شریف gabion weir flow regime classification discharge coefficient reduction factor free flow submerged flow |
| title | Classification of surface regimes over broad-crested gabion weir |
| title_full | Classification of surface regimes over broad-crested gabion weir |
| title_fullStr | Classification of surface regimes over broad-crested gabion weir |
| title_full_unstemmed | Classification of surface regimes over broad-crested gabion weir |
| title_short | Classification of surface regimes over broad-crested gabion weir |
| title_sort | classification of surface regimes over broad crested gabion weir |
| topic | gabion weir flow regime classification discharge coefficient reduction factor free flow submerged flow |
| url | https://sjce.journals.sharif.edu/article_22242_596337e0dce6343de4d70cbf364775dd.pdf |
| work_keys_str_mv | AT ssalehi classificationofsurfaceregimesoverbroadcrestedgabionweir AT kesmaili classificationofsurfaceregimesoverbroadcrestedgabionweir AT aparmodeh classificationofsurfaceregimesoverbroadcrestedgabionweir |