Sediment Incipient Motion in Sewer with a Bed Deposit
This paper analyses experimental data on sediment incipient motion with varying sediment bed thickness (of d50, 5, 10 and 24 mm). Sediment particles (with sizes ranging from 0.5 mm to 4.78 mm) were used to evaluate the effect of deposited bed. Variation of shear velocity estimation was investigated...
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ULAKBİM Journal System
2022
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Online Access: | http://ir.unimas.my/id/eprint/33393/1/Sediment1.pdf http://ir.unimas.my/id/eprint/33393/ https://dergipark.org.tr/en/pub/tekderg/issue/55936/572529 https://doi.org/10.18400/tekderg.572529 |
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my.unimas.ir.333932022-02-03T06:55:46Z http://ir.unimas.my/id/eprint/33393/ Sediment Incipient Motion in Sewer with a Bed Deposit Wan Hanna Melini, Wan Mohtar Bong, C.H.J. Aminuddin, Ab. Ghani Mir Jafar Sadegh, Safari Aizat Mohd, Taib Haitham Abdulmohsin, Afan Ahmed, El-Shafie TA Engineering (General). Civil engineering (General) This paper analyses experimental data on sediment incipient motion with varying sediment bed thickness (of d50, 5, 10 and 24 mm). Sediment particles (with sizes ranging from 0.5 mm to 4.78 mm) were used to evaluate the effect of deposited bed. Variation of shear velocity estimation was investigated where the critical Shields parameter was expressed using bed-slope product u∗cb, log-law u∗cl and was extended in terms of critical mean velocity. The critical Shields parameters obtained were significantly lower than the traditional Shields curve when u∗cl was used compared to u∗cb. Higher critical mean velocity is needed for shallower deposits. ULAKBİM Journal System 2022-01-01 Article PeerReviewed text en http://ir.unimas.my/id/eprint/33393/1/Sediment1.pdf Wan Hanna Melini, Wan Mohtar and Bong, C.H.J. and Aminuddin, Ab. Ghani and Mir Jafar Sadegh, Safari and Aizat Mohd, Taib and Haitham Abdulmohsin, Afan and Ahmed, El-Shafie (2022) Sediment Incipient Motion in Sewer with a Bed Deposit. Teknik Dergi, 33 (1). pp. 11473-11486. ISSN 1300-3453 (In Press) https://dergipark.org.tr/en/pub/tekderg/issue/55936/572529 https://doi.org/10.18400/tekderg.572529 |
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TA Engineering (General). Civil engineering (General) Wan Hanna Melini, Wan Mohtar Bong, C.H.J. Aminuddin, Ab. Ghani Mir Jafar Sadegh, Safari Aizat Mohd, Taib Haitham Abdulmohsin, Afan Ahmed, El-Shafie Sediment Incipient Motion in Sewer with a Bed Deposit |
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This paper analyses experimental data on sediment incipient motion with varying sediment bed thickness (of d50, 5, 10 and 24 mm). Sediment particles (with sizes ranging from 0.5 mm to 4.78 mm) were used to evaluate the effect of deposited bed. Variation of shear velocity estimation was investigated where the critical Shields parameter was expressed using bed-slope product u∗cb, log-law u∗cl and was extended in terms of critical mean velocity. The critical Shields parameters obtained were significantly lower than the traditional Shields curve when u∗cl was used compared to u∗cb. Higher critical mean velocity is needed for shallower deposits. |
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Article |
author |
Wan Hanna Melini, Wan Mohtar Bong, C.H.J. Aminuddin, Ab. Ghani Mir Jafar Sadegh, Safari Aizat Mohd, Taib Haitham Abdulmohsin, Afan Ahmed, El-Shafie |
author_facet |
Wan Hanna Melini, Wan Mohtar Bong, C.H.J. Aminuddin, Ab. Ghani Mir Jafar Sadegh, Safari Aizat Mohd, Taib Haitham Abdulmohsin, Afan Ahmed, El-Shafie |
author_sort |
Wan Hanna Melini, Wan Mohtar |
title |
Sediment Incipient Motion in Sewer with a Bed Deposit |
title_short |
Sediment Incipient Motion in Sewer with a Bed Deposit |
title_full |
Sediment Incipient Motion in Sewer with a Bed Deposit |
title_fullStr |
Sediment Incipient Motion in Sewer with a Bed Deposit |
title_full_unstemmed |
Sediment Incipient Motion in Sewer with a Bed Deposit |
title_sort |
sediment incipient motion in sewer with a bed deposit |
publisher |
ULAKBİM Journal System |
publishDate |
2022 |
url |
http://ir.unimas.my/id/eprint/33393/1/Sediment1.pdf http://ir.unimas.my/id/eprint/33393/ https://dergipark.org.tr/en/pub/tekderg/issue/55936/572529 https://doi.org/10.18400/tekderg.572529 |
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1724078574302920704 |
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13.211869 |