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dc.contributor.authorNenny, Nenny
dc.contributor.authorPallu, Muh. Saleh
dc.contributor.authorThaha, M. Arsyad
dc.contributor.authorMaricar, Farouk
dc.date.accessioned2015-11-02T02:33:37Z
dc.date.available2015-11-02T02:33:37Z
dc.date.issued2015-07-30
dc.identifier.citationBarbhuiya, Karim,A. and Subhasish. Vortex Flow Field In A Scour Hole Around Abutments International Journal of Sediment Research, Vol. 18, No. 4, 2003, pp. 310-325. Dewandaru, Dimas, Mewujudkan Konstruksi Jembatan Bentang Panjang yang Handal, Majalah Litbang Pekerjaan Umum, Edisi April – Juni 2013 Ikhsan,C. Analisis Susunan Tirai Optimal Sebagai Proteksi Pada Pilar Jembatan Dari Gerusan Lokal Media Teknik Sipil/ Juli 2008/87 Istiarto, 2011. . Problematika Jembatan di Sungai . http://istiarto.staff. ugm. ac.id /index. php/2011/05/problematika-jembatan/ Julien Y. Pierre, River Menchanics, Cambridge University Press,2002. Kandasamy,K.J,. Melville, W.B. Maximum local scour depth at bridge piers and abutments Journal of Hydraulic Research - J HYDRAUL RES , vol. 36, no. 2, pp. 183-198, 1998 Khwairakpam,P, Mazumdar,A. Local Scour Around Hydraulic Structures International Journal of Recent Trends in Engineering, Vol. 1, No. 6, May 2009 Kothyari,C.U., Raju, R.G.K. Scour around spur dikes and bridge abutments Affouillement autour des digues en épi et des butées de pont, Journal Of Hydraulic Research, Vol. 39, 2001, No. 4 Link,O. Pfleger,F. & Zanke, U. Characteristics of developing scour-holes at a sand-embedded cylinder Journal: International Journal Of Sediment Research - Int J Sediment Res , vol. 23, no. 3, pp. 258-266, 2008 Sucipto. Pengaruh Kecepatan Aliran Terhadap Gerusan Lokal pada Pilar Jembatan dengan Perlindungan Groundsill. Jurnal Teknik Sipil & Perenanaan, Nomor 1 Volume 13 – januari 2011, hal 51-60 Wyatt, J. C, Spiegelhalter, D, 2008, Field Trials of Medical Decision-Aids: Potential Problems and Solutions, Proceeding of 15th Symposium on Computer Applications in Medical Care, Washington, May 3. Xavier Pi-Sunyer, F., Becker, C., Bouchard, R.A., Carleton, G. A., Colditz, W., Dietz, J., Foreyt, R. Garrison, S., Grundy, B. C., 1998, Clinical Guidlines on the identification, evaluation, and treatment of overweight and obesity in adults, Journal of National Institutes of Health, No.3, Vol.4, 123-130, :http://journals.lww.com/acsm-msse/Abstract/1998/11001/paper_treatment_of_obesity.pdf. Yusoff, M, Rahman, S.,A., Mutalib, S., and Mohammed, A. , 2006, Diagnosing Application Development for Skin Disease Using Backpropagation Neural Network Technique, Journal of Information Technology, vol 18, hal 152-159.in_ID
dc.identifier.issn2339-028X
dc.identifier.urihttp://hdl.handle.net/11617/6250
dc.description.abstractEither the causes of damage to the bridge is scour the pillars that exceed the limits considered safe, so that the overall endangering the construction of the bridge. The purpose of this study was to determine the amount of scour that occurs with a different placement of the curtain and how the basic changes that occur as a result of the flow rate, after placing the blinds around the pillars of the bridge. This study used a cross-channel ground with a trapezium shape. The observations made are the flow velocity (v), water level (h), the flow rate (q), and the depth of scour (ds) around the curtain and the pillars of the bridge. The expected result is an overview and analysis of the flow and scour pattern that goes around the pillars, particularly with respect to the deformation of the base channel.in_ID
dc.language.isoenin_ID
dc.publisherUniversitas Muhammadiyah Surakartain_ID
dc.subjectConfigurationin_ID
dc.subjectdeformationin_ID
dc.subjectcurtainin_ID
dc.subjectpillarin_ID
dc.titleConfiguration Curtain Models of The Pattern Basis Deformation in Zone Pillarin_ID
dc.typeArticlein_ID


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