Potential of Tidal Lowland For Irrigation Development in Merauke Regency Using Hydrodynamic Modelling 1D2D
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Aldrighetti, E. 2007. Computational hydraulic techniques for the Saint Venant equations in arbitrarily shaped geometry, (May), 125.
Alihamsyah, T. 2004. Potensi dan Pendayagunaan Lahan Rawa untuk Peningkatan Produksi Padi. Bogor, Jawa Barat, Indonesia.
Badan Pusat Statistik Kabupaten Merauke. 2016. Kabupaten Merauke Dalam Angka 2016. Merauke: BPS Kabupaten Merauke.
Balai Litbang Rawa. 2016. Laporan Akhir Pengembangan Lahan Irigasi Rawa di Papua. Pusat Litbang SDA. Balitbang Kementerian Pekerjaan Umum dan Perumahan Rakyat
Balai Wilayah Sungai Papua, 2015, Presentasi Potensi Papua, Dirjen Sumber Daya Air, Kementerian Pekerjaan Umum dan Perumahan Rakyat
Ballesteros, J. A., Bodoque, J. M., Dez-Herrero, A., Sanchez-Silva, M., & Stoffel, M. 2011. Calibration of floodplain roughness and estimation of flood discharge based on tree-ring evidence and hydraulic modelling. Journal of Hydrology, 403(12), 103115. https://doi.org/10.1016/j.jhydrol.2011.03.045
Brunner, G. W. 2008. Calibration of Unsteady Flow Models, 10(May), 142.
Chatterjee, C., Frster, S., & Bronstert, A. 2008. Comparison of hydrodynamic models of different complexities to model floods with emergency storage areas. Hydrological Processes, 22(24), 46954709. https://doi.org/10.1002/hyp.7079
Daniel L. Mendelsohn, Steven Peene, Eduardo Yassuda, S. D. 1999. A Hydrodynamic Model Calibration Study of the Savannah River Estuary with an Examination of Factors Affecting Salinity Intrusion Daniel. Proceedings of 6th International Conference on Estuarine and Coastal Modeling., 663--685.
Dias, J. M., & Lopes, J. F. 2006. Implementation and assessment of hydrodynamic, salt and heat transport models: The case of Ria de Aveiro Lagoon (Portugal). Environmental Modelling and Software, 21(1), 115. https://doi.org/10.1016/j.envsoft.2004.09.002
DPMA. 1982. BTA 60. Laporan Survei Hidrometri Sungai Maro Irian Jaya. Direktorat Penyelidikan Masalah Air. Departemen Pekerjaan Umum.
Direktorat Jendral Sumber Daya Air, 2010, Standar Perencanaan Irigasi, Kriteria Perencanaan, Kementerian Pekerjaan Umum
Haile, A. T., & Tamiru Haile, A. 2005. Integarting Hydrodynamic Models and High Resolution DEM (LiDAR) For Flood Modelling. Itc, 53(9), 16891699. https://doi.org/10.1017/CBO9781107415324.004
Ho, W., & Minh, C. 2011. Tutorial SOBEK-Rural.
Ji, Z., Vriend, H. de, & Hu, C. 2003. Application of Sobek Model in the Yellow. International Conference on Estuares and Coasts, 909915.
Lapan. 2016. Laporan Akhir Penyusunan Informasi Spasial Berbasis Data Satelit Penginderaan Jauh (Penutup Lahan, Digital Terrain Model Dan Lahan Gambut)
Las, Irsal, Et Al. 2007. "Water Availibility For Agriculture Sector: Challenges And Resolution Strategy." Badan Litbang Pertanian. Kementrian Pertanian.
Lasmana, Yudi, 2012, Evaluasi Kinerja Polder Pluit Skenario Banjir 2007, Tesis MPSDA Institut Teknologi Bandung
Lasmana, Yudi, 2003,Laporan praktikum analisis pasang surut, ITB.
Matte, P., Secretan, Y., & Morin, J. 2017. Hydrodynamic Modeling of the St . Lawrence Fluvial Estuary . I : Model Setup , Calibration , and Validation, 143(5), 115. https://doi.org/10.1061/(ASCE)WW.1943-5460.0000397.
Mirfenderesk, H., & Tomlinson, R. 2007. Numerical Modelling of Tidal Dynamic and Water Circulation at the Gold Coast Broadwater, Australia. Journal of Coastal Research, (February), 277281.
Moftakhari, H. R., Jay, D. A., Talke, S. A., Kukulka, T., & Bromirski, P. D. 2013. A novel approach to flow estimation in tidal rivers. Water Resources Research, 49(8), 48174832. https://doi.org/10.1002/wrcr.20363
Ruji, E. M. 2007. Floodplain inundation simulation using 2d hydrodynamic modelling approach. Simulation.
Samuel, 2012, Penentuan Chart Datum Pada Sungai Yang Dipengaruhi Pasang Surut (Studi Kasus: Teluk Sangkulirang, Kalimantan Timur)), Itb Https://Digilib.Itb.Ac.Id/Gdl.Php?Mod=Browse&Op=Read&Id=Jbptitbpp-Gdl-Samuelnim1-22733
Toffolon, M. 2002. Hydrodynamics and Morphodynamics of Tidal Channels. Dip. Ingegneria Civile E Ambientale, Ph. D.(JANUARY 2003), 173.
Triadi L. B., 2013. Pengendalian Drainase Jaringan Tata Air Sungai Sunter-Item-Sentiong Dki Jakarta, Prosiding Pertemuan Ilmiah Tahunan HATHI XXX, Jakarta
Tuoi, V. T. N. 2008. One Dimensional Saint-Venant System, (June), 46.
Werner, M. G. F. 2004. A comparison of flood extent modelling approaches through constraining uncertainties on gauge data. Hydrology and Earth System Sciences, 8, 11411152. https://doi.org/10.5194/hess-8-1141-2004
DOI: https://doi.org/10.32679/jth.v9i1.432
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