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 | |
- 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]
- 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]
- 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]
- 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]
- 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]
- 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]
- Scharffenberg, M. F. Hydrologic Modeling System (Hec-Hms): New Features For Urban Hydrology. (2006). [Google Scholar]
- Emiroglu, M. E. Influences on Selection of the Type of Dam. International Journal of Science & Technology, 3(2), 173–189. (2008). [Google Scholar]
- 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]
- 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]
- Reza, M., & Ready, A. Evaluasi Perhitungan Debit Banjir Rencana Dengan Hidrograf Metode Itb, Nakayasu, Snyder Pada Sub. Jakarta. (2012). [Google Scholar]
- U.S. Army Corps of Engineers. Hydrologic Modeling System User ’ s Manual. (2016). [Google Scholar]
Current usage metrics show cumulative count of Article Views (full-text article views including HTML views, PDF and ePub downloads, according to the available data) and Abstracts Views on Vision4Press platform.
Data correspond to usage on the plateform after 2015. The current usage metrics is available 48-96 hours after online publication and is updated daily on week days.
Initial download of the metrics may take a while.