Sediment Incipient Motion in Sewer with a Bed Deposit

dc.contributor.author Wan Hanna Melini Wan Mohtar
dc.contributor.author Bong Charles Hin Joo
dc.contributor.author Aminuddin Ab Ghani
dc.contributor.author Mir Jafar Sadegh Safari
dc.contributor.author Aizat Mohd Taib
dc.contributor.author Haitham Abdulmohsin Abdulmohsin Afan
dc.contributor.author Ahmed Hussein A. El-Shafie
dc.date.accessioned 2025-10-06T17:50:20Z
dc.date.issued 2022
dc.description.abstract This paper analyses experimental data on sediment incipient motion with varying sediment bed thickness (of d<inf>50</inf> 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∗<inf>cb</inf> log-law u∗<inf>cl</inf> and was extended in terms of critical mean velocity. The critical Shields parameters obtained were significantly lower than the traditional Shields curve when u∗<inf>cl</inf> was used compared to u∗<inf>cb</inf>. Higher critical mean velocity is needed for shallower deposits. © 2022 Elsevier B.V. All rights reserved.
dc.identifier.doi 10.18400/tekderg.572529
dc.identifier.issn 13003453, 03002721
dc.identifier.issn 1300-3453
dc.identifier.uri https://www.scopus.com/inward/record.uri?eid=2-s2.0-85106564610&doi=10.18400%2Ftekderg.572529&partnerID=40&md5=ffd31a250527bf48e5671cc70b51802b
dc.identifier.uri https://gcris.yasar.edu.tr/handle/123456789/8874
dc.language.iso English
dc.publisher Turkish Chamber of Civil Engineers
dc.relation.ispartof Teknik Dergi
dc.source Teknik Dergi/Technical Journal of Turkish Chamber of Civil Engineers
dc.subject Sediment Bed Thickness, Shields Parameter, Threshold Criteria Of Sediment Motion, Deposits, Particle Size Analysis, Shear Flow, Incipient Motion, Mean Velocities, Paper Analysis, Sediment Bed Thickness, Sediment Beds, Sediment Incipient, Sediment Motion, Shields Parameters, Threshold Criteria Of Sediment Motion, Threshold Criterion, Sediments
dc.subject Deposits, Particle size analysis, Shear flow, Incipient motion, Mean velocities, Paper analysis, Sediment bed thickness, Sediment beds, Sediment incipient, Sediment motion, Shields parameters, Threshold criteria of sediment motion, Threshold criterion, Sediments
dc.title Sediment Incipient Motion in Sewer with a Bed Deposit
dc.type Article
dspace.entity.type Publication
gdc.bip.impulseclass C4
gdc.bip.influenceclass C5
gdc.bip.popularityclass C4
gdc.coar.type text::journal::journal article
gdc.collaboration.industrial false
gdc.description.endpage 11486
gdc.description.startpage 11473
gdc.description.volume 33
gdc.identifier.openalex W3153376769
gdc.index.type Scopus
gdc.oaire.accesstype GOLD
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gdc.oaire.impulse 4.0
gdc.oaire.influence 2.513555E-9
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gdc.oaire.keywords TC Hydraulic engineering. Ocean engineering
gdc.oaire.keywords threshold criteria of sediment motion;Shields parameter;sediment bed thickness
gdc.oaire.keywords threshold criteria of sediment motion;Shields parameter;sediment bed thickness.
gdc.oaire.keywords TA Engineering (General). Civil engineering (General)
gdc.oaire.keywords İnşaat Mühendisliği
gdc.oaire.keywords Civil Engineering
gdc.oaire.popularity 4.615636E-9
gdc.oaire.publicfunded false
gdc.oaire.sciencefields 0208 environmental biotechnology
gdc.oaire.sciencefields 0207 environmental engineering
gdc.oaire.sciencefields 02 engineering and technology
gdc.openalex.collaboration International
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gdc.opencitations.count 3
gdc.plumx.mendeley 10
gdc.plumx.scopuscites 5
gdc.virtual.author Safari, Mir Jafar Sadegh
oaire.citation.endPage 11486
oaire.citation.startPage 11473
person.identifier.scopus-author-id Melini Wan Mohtar- Wan Hanna (25637975300), Joo- Bong Charles Hin (57792025900), Ab Ghani- Aminuddin (7006814462), Safari- Mir Jafar Sadegh (56047228600), Mohd Taib- Aizat (57211858580), Abdulmohsin Afan- Haitham Abdulmohsin (56436626600), El-Shafie- Ahmed Hussein A. (16068189400)
project.funder.name The first author thanks the Ministry of Higher Education for the Fundamental Research Grant Scheme FRGS/1/2018/TK01/UKM/02/4 and the second author expresses gratitude to Universiti Malaysia Sarawak for financial support under the MyRA Special Grant Scheme (Grant No.: F02/SpGS/1542/2017).
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publicationvolume.volumeNumber 33
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