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All issues Volume 73 (2018) E3S Web Conf., 73 (2018) 08029 References
Open Access
Issue
E3S Web Conf.
Volume 73, 2018
The 3rd International Conference on Energy, Environmental and Information System (ICENIS 2018)
Article Number 08029
Number of page(s) 5
Section Environment, Infrastructure Development, Culture and Society
DOI https://doi.org/10.1051/e3sconf/20187308029
Published online 21 December 2018
  1. Konecny, F., & Strauss, P. Hyetograph Simulation of High-Intense Rainfall Events 2 . Summary of the Scaling Model of Storm Hydrograph. In hydrologic days. (2008). [Google Scholar]
  2. Prasasti, I., Sofan, P., Febrianti, N., & Suprapto, T. Pemanfaatan Data Penginderaan Jauh Untuk Analisis. Seminar Nasional Penginderaan Jauh, (Gambar 1), 577–587.(2014). [Google Scholar]
  3. Natakusumah, Dantje K., Dhemi Harlan, Harlan, D. Prosedur Umum Perhitungan Hidrograf Satuan Sintetis dengan Cara ITB dan Beberapa Contoh Penerapannya. Jurnal Teknik Sipil, 18(3), 251–291. (2011a). [Google Scholar]
  4. D. Roy, S. Begam, S. G. and S. J. Calibration and Validation of Hec-Hms Model for a River Basin in Eastern India. Journal of AEngineering and Applied Sciences, 8(1), 40–56. (2013). [Google Scholar]
  5. Valdes, J. B., & Marco, J. B. Managing reservoirs for flood control. In US-Italy research workshop on the hydrometeorology, impacts, and management of extreme floods (pp. 1–13). Tucson: U.S.- Italy Research Workshop on the Hydrometeorology, Impacts, and Management of Extreme Floods. (1995). [Google Scholar]
  6. Fasahat, V., Honarbakhsh, A., Samadi, H., & Sadatinejad, S. J. Hydrological Flood Routing in Rivers. International Research Journal of Applied and Basic Sciences, 4(10), 3301–3305. (2013). [Google Scholar]
  7. Scharffenberg, M. F. Hydrologic Modeling System (Hec-Hms): New Features For Urban Hydrology. (2006). [Google Scholar]
  8. Emiroglu, M. E. Influences on Selection of the Type of Dam. International Journal of Science & Technology, 3(2), 173–189. (2008). [Google Scholar]
  9. Lian, J., Yao, Y., Ma, C., & Guo, Q. Reservoir Operation Rules for Controlling Algal Blooms in a Tributary to the Impoundment of Three Gorges Dam, (2014). [Google Scholar]
  10. Natakusumah, Dantje K., Dhemi Harlan, Harlan, D. Prosedure Umum Perhitungan Hidrograph Satuan Sintetis (Hss) Untuk Perhitungan Hidrograph Banjir Rencana. Studi Kasus Penerapan Hss Itb-1 Dan Hss Itb-2 Dalam Penentuan Debit Banjir Untuk Perencanaan Pelimpah Bendungan Besar. In Prosedure Umum Perhitungan Hidrograph Satuan Sintetis (Hss) Untuk Perhitungan Hidrograph Banjir Rencana. Studi Kasus Penerapan Hss Itb-1 Dan Hss Itb-2 Dalam Penentuan Debit Banjir Untuk Perencanaan Pelimpah Bendungan Besar (pp. 1–23). (2011b). Bandung. Retrieved from https://docs.google.com/viewer?url=https%3A%2F%2Fwww.researchgate.net%2Fprofile%2FDhemi_Harlan%2Fpublication%2F282779944_Prosedur_Umum_Perhitungan_Hidrograph_Satuan_Sintetis_(HSS)_untuk_Perhitungan_Hidrograph_Banjir_Rencana._Studi_Kasus_Penerapan_HSS_ITB- [Google Scholar]
  11. Reza, M., & Ready, A. Evaluasi Perhitungan Debit Banjir Rencana Dengan Hidrograf Metode Itb, Nakayasu, Snyder Pada Sub. Jakarta. (2012). [Google Scholar]
  12. U.S. Army Corps of Engineers. Hydrologic Modeling System User ’ s Manual. (2016). [Google Scholar]

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