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dc.contributor.authorSyafri, Irwan
dc.date.accessioned2014-10-21T05:25:35Z
dc.date.available2014-10-21T05:25:35Z
dc.date.issued2013-11-03
dc.identifier.citationAbidin, H. Z. 1995.Penentuan Posisi Dengan GPS dan Aplikasinya (1 st ed). Bandung: PT Pradnya Paramita. Syafri, I., Wuriyati, A. 1996. Kondisi Datum Ketinggian Wilayah Sungai di Pulau Jawa. Buletin Pusair No 23 Tahun VI. Bandung. Minister of Law and Human Rights of the Republic of Indonesia. 2008. Peraturan Pemerintah Republik Indonesia Nomor 42 Tahun 2008 Tentang Pengelolaan Sumber Daya Air. State Gazette of the Republic of Indonesia Number 82 of 2008. Jakarta Monenco Company. 1984. Vertical Control System Identification. Lower Solo Project (unpublished). Soeprapto. 1993.Pasang Surut Laut dan Chart Datum. Yogyakarta: Department of Geodetic Engineering of Faculty of EngineeringGadjahMadaUniversity. Joyosumarto, S. 1991. Pengantar Geodesi.Yogyakarta: School of Measurement Expert, Diploma III Program, Survey and Planning Department, PU-UGM. StateSecretary of the Republic of Indonesia. 2004. Undang-Undang Republik Indonesia Nomor 7 Tahun 2004 Tentang Sumber Daya Air.State Gazette of the Republic of Indonesia Number 32 of 2004. Jakarta: State Secretariat.en_US
dc.identifier.isbn9789796361544
dc.identifier.urihttp://hdl.handle.net/11617/4907
dc.description.abstractIn the water resource management of a river basin, elevation values used in various calculations, hydraulic analysis, river building planning, flood control, irrigation planning and others must refer to the same elevation datum. The most suitable elevation datum in the water resource management of a river basin is geoid, and the most suitable elevation system is orthometric elevation system. The unification of elevation datum consists of the determination of its point origin, tide observation, and the installation of elevation datum network. The point origin is a permanent peg called peil installed next to the location of sea surface tide observation.Minimum tide observation is 29 days. Elevation datum network is a benchmark, installed systemically along the left and the right sides of the main river, tributary,around the irrigation development area, dam plan location, and others. The calculation of the height difference between benchmarks is conducted using precise levelling method.en_US
dc.publisherUniversitas Muhammadiyah Surakartaen_US
dc.subjectunification,en_US
dc.subjectheighten_US
dc.subjectelevationen_US
dc.subjectorthometricen_US
dc.subjectdatumen_US
dc.subjectgeoiden_US
dc.subjectellipsoiden_US
dc.subjectorigin pointen_US
dc.titleUnification Of Elevation Datum For Water Resource Management In A River Basinen_US
dc.typeArticleen_US


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