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Research Article
Mental Examination of the Impact of Stream Approach on the Pace of Scour around the Opened Scaffold Wharf at Various Degrees of Waterway Twist
Goyal Shivani1
Kumar Chailendra2
Dwivedi Pratima Rani3
123 Dept. of Mechanical Engineering, NMDC DAV Polytechnic, Chhattisgarh, India.
Published Online: March-April 2023
Pages: 07-09
Cite this article
No DOIReferences
[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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