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dc.contributor.authorTriatmodjo, Bambang
dc.contributor.authorYuwono, Nur
dc.contributor.authorPaotonan, Chairul
dc.date.accessioned2014-05-13T03:44:19Z
dc.date.available2014-05-13T03:44:19Z
dc.date.issued2012-09
dc.identifier.citationBambang Triatmodjo (1999). Teknik Pantai, Beta Offset, Yogyakarta. Dean, R.G. and Dalrymple, R.A. (1993). Water Wave Mechanic for Engineer and Scientist, World Scientific Publishing, Singapore. Oh, Y.I., dan Shin, E,C. (2006). ―Using submerged geotextile tubes in the protection of the E. Korean shore.‖ Coastal Engineering 53 (2006) 879–895, accepted 1 June 2006, Dari Http://www.Sciencedirect.com Pilarczyk, K. W. (1995). ―Novel systems in coastal engineering: Geotextile systems and other methods, an overview,‖ HYDRO pil Report, Road and Hydraulic Engineering Division of the Rijkswaterstaat, Delft, The Netherlands. Pilarczyk, K. W. (1999). Geosynhtetics and Geosystem in Hydraulic and Coastal engineering. A.A Balkema, Rotterdam (balkema@balkema.nl; www.balkema.nl) Pilarczyk, K.W. (1998). ―Stability criteria for geosystems—an overview.‖ In:Proceedings of the Sixth International Conference on Geosynthetics, Atlanta, USA, vol. 2. pp. 1165–1172. Pilarczyk, K.W. (2000). Geosynthetics and Geosystems in Hydraulic and Coastal Engineering. A.A. Balkema, Rotterdam. Shin E.C and Oh Y.I. (2007). ―Coastal erosion prevention by geotextile tube technology.‖ Geotextiles and Geomembranes 25 (2007) 264-277 Muthukumaran, A.E., Ilamparuthi, K.. (2006). ―Laboratory studies on geotextile filters as used in geotextile tube dewatering.‖ Geotextiles and Geomembranes 24 (4), 210– 219. Koerner, G.R., Koerner, R.M. (2006). „Geotextile tube assessment using a hanging bag test.‖ Geotextiles and Geomembranes 24 (2), 129–137. Sprague, C.J. (1995). ―P.E.T. Geotextile tube and containers for beneficial use of dredged material.‖ Contract Report for Bradley Industrial Textiles, Inc., Valparaiso, FL, and Hoechst Celanese Corporation, Spundbond Business Group, Spatanen_US
dc.identifier.issn1411-8904
dc.identifier.urihttp://hdl.handle.net/11617/4440
dc.description.abstractIn recent years, Indonesia beach is faced to erosion and abrasion problems. One of an alternative can be applied to solve these problems is beach nourishment. Beach nourishment need large volume of sediment filler. For reducing of sediment filler, then the sediment filler is protected by submerged structure. The problems, beach profile at behind submerged structure after beach nourishment reach to equilibrium condition is not yet understood. The objective of this research is to indentify beach profile behind submerged structure for several wave and structure parameters. This research conducted in Hydraulic and Hydrology Laboratory, Engineering Research Centre, Gadjah Mada University using of physical modeling. Equilibrium beach profile form at behind submerged structure influenced by deep water wave steepness (Ho/Lo) and depth relative (Rc/hs). The greater value of Ho/Lo and Rc/hs the greater the retreat of beach profile. Wave steepness can be used to indentify direction of sediment movement.en_US
dc.publisherLPPM UMSen_US
dc.subjectgeotubeen_US
dc.subjectsubmerged structureen_US
dc.subjectbeach profileen_US
dc.titleBeach Nourishment Respons At Behind Submerged Structureen_US
dc.title.alternativeRespon Pantai Pasir di Belakang Struktur Bawah Airen_US
dc.typeArticleen_US


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