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- Vol. 3 Issue 2
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Mental Examination of the Impact of Stream Approach on the Pace of Scour around the Opened Scaffold Wharf at Various Degrees of Waterway Twist
Authors
123 Dept. of Mechanical Engineering, NMDC DAV Polytechnic, Chhattisgarh, India.
Article Information
- DOI
- No DOI
- Published In
- Volume 3, Issue 2 (2023)
- Published Online
- March-April 2023
- Pages
- 07-09
- Article Type
- Research Article
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- No DOI available for cross-reference
References
[1] Kumar V,Rang Raju K G,Vittal N.Reduction of Local Scour aroundBridgePiers Using Slots and Collars. Journalof
HydraulicEngineering.1999;125:1302-1305.
[2] MohammedTA,NoorMJ,GhazaliAH,YusufB,SaedK.PhysicalModelingofLocalScouringAroundBridgePiersinErodableBed.Journa
lofEngineeringScience.2007;19:195-207.
[3] ZarratiAR,NazarihaM,MashahirMB.Reduction ofLocalScourintheVicinity ofBridgePierGroupsUsing
CollarsandRiprap.JournalofHydraulicEngineering.2006;132:154-162.
[4] ChiewYM,MelvilleBW.Localscouraround bridgepiers.JournalofHydraulicResearch.1987;25(1):15-26.
[5] BreusersHNC, Nicollet G,ShenHW. Localscouraroundcylindricalpiers.JournalofHydraulicResearch. 1977;15(3):211-252.
[6] DeyS.Time-variationofscourinthevicinityof circularpiers.Water&MaritimeEngineeringJournal,Proceedingsof theInstitutionof
CivilEngineers,ThomasTelfordJournals,London.1999;136(2):67-75.
[7] MelvilleBW.Livebedscoursatbridgepiers.Journalof HydraulicEngineering,ASCE.1984;110(9):1234-1247.
[8] Melville,BW, ChiewYM.Timescale forlocalscouratbridgepiers.JournalofHydraulicEngineering,ASCE.1999;125(1):59-65.
[9] RichardsonEV,DaviesSR.Evaluatingscouratbridges.Rep.No.FHWA-IP-90-017
(HEC18),FederalAdministration,U.S.DepartmentofTransportation,Washington,D.C.1995.
[10] ChangF,MarylandDOT.MarylandSHAProcedureforEstimatingScouratBridgeAbutment.Part2-
ClearWaterScour,ASCE,proc.OftheInternationalWaterResourcesEngineeringConference,August,WaterResourcesPublications,L
LC,HighlandsRanch.co.1998.
[11] NeillCR.Guidetobridgehydraulics.ProjectCommitteeonBridgeHydraulics,RoadsandTransportationAssociationofCanada.Univer
sityofTorontoPress,TorontoandBuffalo.1973.
[12] Dennis A, Lyn E,Neseem A, Rama Chandra Rao, Altschaeffl AG. A Laboratory Sensitivity Study of Hydraulic Parameters
Important in the DeploymentofFixed-in-PlaceScour-MonitoringDevices.FHWA/IN/JTRP.2000;12.37
HydraulicEngineering.1999;125:1302-1305.
[2] MohammedTA,NoorMJ,GhazaliAH,YusufB,SaedK.PhysicalModelingofLocalScouringAroundBridgePiersinErodableBed.Journa
lofEngineeringScience.2007;19:195-207.
[3] ZarratiAR,NazarihaM,MashahirMB.Reduction ofLocalScourintheVicinity ofBridgePierGroupsUsing
CollarsandRiprap.JournalofHydraulicEngineering.2006;132:154-162.
[4] ChiewYM,MelvilleBW.Localscouraround bridgepiers.JournalofHydraulicResearch.1987;25(1):15-26.
[5] BreusersHNC, Nicollet G,ShenHW. Localscouraroundcylindricalpiers.JournalofHydraulicResearch. 1977;15(3):211-252.
[6] DeyS.Time-variationofscourinthevicinityof circularpiers.Water&MaritimeEngineeringJournal,Proceedingsof theInstitutionof
CivilEngineers,ThomasTelfordJournals,London.1999;136(2):67-75.
[7] MelvilleBW.Livebedscoursatbridgepiers.Journalof HydraulicEngineering,ASCE.1984;110(9):1234-1247.
[8] Melville,BW, ChiewYM.Timescale forlocalscouratbridgepiers.JournalofHydraulicEngineering,ASCE.1999;125(1):59-65.
[9] RichardsonEV,DaviesSR.Evaluatingscouratbridges.Rep.No.FHWA-IP-90-017
(HEC18),FederalAdministration,U.S.DepartmentofTransportation,Washington,D.C.1995.
[10] ChangF,MarylandDOT.MarylandSHAProcedureforEstimatingScouratBridgeAbutment.Part2-
ClearWaterScour,ASCE,proc.OftheInternationalWaterResourcesEngineeringConference,August,WaterResourcesPublications,L
LC,HighlandsRanch.co.1998.
[11] NeillCR.Guidetobridgehydraulics.ProjectCommitteeonBridgeHydraulics,RoadsandTransportationAssociationofCanada.Univer
sityofTorontoPress,TorontoandBuffalo.1973.
[12] Dennis A, Lyn E,Neseem A, Rama Chandra Rao, Altschaeffl AG. A Laboratory Sensitivity Study of Hydraulic Parameters
Important in the DeploymentofFixed-in-PlaceScour-MonitoringDevices.FHWA/IN/JTRP.2000;12.37
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