Blockage effects on scouring downstream of box culverts under unsteady flow

Sorourian, S; Keshavarzy, A; Ball, J; Samali, B

Blockage effects on scouring downstream of box culverts under unsteady flow

Sorourian, S Keshavarzy, A Ball, J

Samali, B

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Publisher:: Engineers Media for Engineers Australia
Publication Type:: Journal Article
Citation:: Australian Journal of Water Resources, 2014, 18 (2), pp. 180 - 190
Issue Date:: 2014

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Field	Value	Language
dc.contributor.author	Sorourian, S	en_US
dc.contributor.author	Keshavarzy, A	en_US
dc.contributor.author	Ball, J https://orcid.org/0000-0001-8342-1916	en_US
dc.contributor.author	Samali, B https://orcid.org/0000-0002-3426-7745	en_US
dc.date.issued	2014	en_US
dc.identifier.citation	Australian Journal of Water Resources, 2014, 18 (2), pp. 180 - 190	en_US
dc.identifier.issn	1324-1583	en_US
dc.identifier.uri	http://hdl.handle.net/10453/33555
dc.description.abstract	This experimental study is concerning scouring at the outlet of partially blocked box culverts under unsteady flow condition. The blockage of culverts is considered as an important factor on the scouring pattern at the outlet of the blocked box culverts. To investigate the effect of blockage on scouring pattern downstream of a box culvert under unsteady flow, some experimental tests were carried out in a laboratory flume located in the Hydraulics Laboratory of the University of Technology Sydney. The experimental tests were carried on in both partially blocked and non-blocked conditions and consequentially the effect of blockage on scour pattern is investigated. It was found that 88% to 98% of maximum scour depth occurs in the rising limb of the hydrograph.	en_US
dc.publisher	Engineers Media for Engineers Australia	en_US
dc.relation.ispartof	Australian Journal of Water Resources	en_US
dc.relation.isbasedon	10.1080/13241583.2014.11465449	en_US
dc.title	Blockage effects on scouring downstream of box culverts under unsteady flow	en_US
dc.type	Journal Article
utslib.citation.volume	2	en_US
utslib.citation.volume	18	en_US
utslib.for	0905 Civil Engineering	en_US
pubs.embargo.period	Not known	en_US
pubs.organisational-group	/University of Technology Sydney
pubs.organisational-group	/University of Technology Sydney/Faculty of Engineering and Information Technology
pubs.organisational-group	/University of Technology Sydney/Faculty of Engineering and Information Technology/School of Civil and Environmental Engineering
pubs.organisational-group	/University of Technology Sydney/Strength - CTWW - Centre for Technology in Water and Wastewater Treatment
utslib.copyright.status	closed_access
pubs.consider-herdc	false	en_US
pubs.issue	2	en_US
pubs.publication-status	Published	en_US
pubs.volume	18	en_US

Abstract:

This experimental study is concerning scouring at the outlet of partially blocked box culverts under unsteady flow condition. The blockage of culverts is considered as an important factor on the scouring pattern at the outlet of the blocked box culverts. To investigate the effect of blockage on scouring pattern downstream of a box culvert under unsteady flow, some experimental tests were carried out in a laboratory flume located in the Hydraulics Laboratory of the University of Technology Sydney. The experimental tests were carried on in both partially blocked and non-blocked conditions and consequentially the effect of blockage on scour pattern is investigated. It was found that 88% to 98% of maximum scour depth occurs in the rising limb of the hydrograph.

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http://hdl.handle.net/10453/33555