The effect of channel geometry and check dam location on sediment transport discharge in the Kuranji River
Rivers as infrastructure carry water from upstream to downstream to meet the water needs of communities along the river and as drainage. Therefore, it is necessary to maintain the stability of the river from erosion and sedimentation. Changes in river geometry are mostly caused by the high intensity...
| Main Authors: | , , |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
EDP Sciences
2023-01-01
|
| Series: | E3S Web of Conferences |
| Online Access: | https://www.e3s-conferences.org/articles/e3sconf/pdf/2023/101/e3sconf_icdmm2023_01003.pdf |
| _version_ | 1797345038162722816 |
|---|---|
| author | Daoed Darwizal Wila Zarinda Septi Budi Irawan Bayu |
| author_facet | Daoed Darwizal Wila Zarinda Septi Budi Irawan Bayu |
| author_sort | Daoed Darwizal |
| collection | DOAJ |
| description | Rivers as infrastructure carry water from upstream to downstream to meet the water needs of communities along the river and as drainage. Therefore, it is necessary to maintain the stability of the river from erosion and sedimentation. Changes in river geometry are mostly caused by the high intensity of rainfall in the upstream section. This causes the geometry to change easily, many bends are found, river embankments collapse, and the slope and flow of the river change suddenly. As a result, water will wash away sediment from upstream to downstream with high sediment discharge. However, the sediment rate/discharge can be reduced by building a check dam, but it needs the right location so that the construction of the check dam is effective and the river flow is stable. Research using HEC-RAS has been carried out at the location of the middle section of the Kuranji River, where simulating three check dam locations shows that the reduction in sediment discharge is very effective, but other places are still the same as without the check dam. Therefore, it is recommended to build check dam series and groundsills at narrowing locations and strengthen river banks at Sta. 16 to Sta. 32. |
| first_indexed | 2024-03-08T11:11:38Z |
| format | Article |
| id | doaj.art-ac6a9aed7115472fbce4af5bf821bd69 |
| institution | Directory Open Access Journal |
| issn | 2267-1242 |
| language | English |
| last_indexed | 2024-03-08T11:11:38Z |
| publishDate | 2023-01-01 |
| publisher | EDP Sciences |
| record_format | Article |
| series | E3S Web of Conferences |
| spelling | doaj.art-ac6a9aed7115472fbce4af5bf821bd692024-01-26T10:41:45ZengEDP SciencesE3S Web of Conferences2267-12422023-01-014640100310.1051/e3sconf/202346401003e3sconf_icdmm2023_01003The effect of channel geometry and check dam location on sediment transport discharge in the Kuranji RiverDaoed Darwizal0Wila Zarinda Septi1Budi Irawan Bayu2Civil Engineering Department, Engineering Faculty, Universitas AndalasGraduate Student, Civil Engineering Department, Engineering Faculty, Universitas AndalasCivil Engineering Department, Universitas Dharma AndalasRivers as infrastructure carry water from upstream to downstream to meet the water needs of communities along the river and as drainage. Therefore, it is necessary to maintain the stability of the river from erosion and sedimentation. Changes in river geometry are mostly caused by the high intensity of rainfall in the upstream section. This causes the geometry to change easily, many bends are found, river embankments collapse, and the slope and flow of the river change suddenly. As a result, water will wash away sediment from upstream to downstream with high sediment discharge. However, the sediment rate/discharge can be reduced by building a check dam, but it needs the right location so that the construction of the check dam is effective and the river flow is stable. Research using HEC-RAS has been carried out at the location of the middle section of the Kuranji River, where simulating three check dam locations shows that the reduction in sediment discharge is very effective, but other places are still the same as without the check dam. Therefore, it is recommended to build check dam series and groundsills at narrowing locations and strengthen river banks at Sta. 16 to Sta. 32.https://www.e3s-conferences.org/articles/e3sconf/pdf/2023/101/e3sconf_icdmm2023_01003.pdf |
| spellingShingle | Daoed Darwizal Wila Zarinda Septi Budi Irawan Bayu The effect of channel geometry and check dam location on sediment transport discharge in the Kuranji River E3S Web of Conferences |
| title | The effect of channel geometry and check dam location on sediment transport discharge in the Kuranji River |
| title_full | The effect of channel geometry and check dam location on sediment transport discharge in the Kuranji River |
| title_fullStr | The effect of channel geometry and check dam location on sediment transport discharge in the Kuranji River |
| title_full_unstemmed | The effect of channel geometry and check dam location on sediment transport discharge in the Kuranji River |
| title_short | The effect of channel geometry and check dam location on sediment transport discharge in the Kuranji River |
| title_sort | effect of channel geometry and check dam location on sediment transport discharge in the kuranji river |
| url | https://www.e3s-conferences.org/articles/e3sconf/pdf/2023/101/e3sconf_icdmm2023_01003.pdf |
| work_keys_str_mv | AT daoeddarwizal theeffectofchannelgeometryandcheckdamlocationonsedimenttransportdischargeinthekuranjiriver AT wilazarindasepti theeffectofchannelgeometryandcheckdamlocationonsedimenttransportdischargeinthekuranjiriver AT budiirawanbayu theeffectofchannelgeometryandcheckdamlocationonsedimenttransportdischargeinthekuranjiriver AT daoeddarwizal effectofchannelgeometryandcheckdamlocationonsedimenttransportdischargeinthekuranjiriver AT wilazarindasepti effectofchannelgeometryandcheckdamlocationonsedimenttransportdischargeinthekuranjiriver AT budiirawanbayu effectofchannelgeometryandcheckdamlocationonsedimenttransportdischargeinthekuranjiriver |