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All issues Volume 246 (2018) MATEC Web Conf., 246 (2018) 01076 References
Open Access
Issue
MATEC Web Conf.
Volume 246, 2018
2018 International Symposium on Water System Operations (ISWSO 2018)
Article Number 01076
Number of page(s) 8
Section Main Session: Water System Operations
DOI https://doi.org/10.1051/matecconf/201824601076
Published online 07 December 2018
  1. Li X, He H. HEC-HMS Hydrological Modeling System. China Water & Power Press: Beijing China, 2014. [Google Scholar]
  2. Yan H, Wang C, Wen P. Overview of Studies on Distributed Hydrological Model. Water Resources and Power. 2008, 26(6):2-4 [Google Scholar]
  3. Zhou F, Cui J. Expounding for Predicting the Flood Processing in the Outlet of the Basin with the Unit Line Method. 2005, 8:5-7. [Google Scholar]
  4. Long Y, Liao Z. Surface precipitation calculation of Qingyang area based on Thiessen polygons method. Journal of Hebei University of Engineering (Natural Science Edition). 2005, 29 :65-67. [Google Scholar]
  5. Yan Z, Mu G Surface Precipitation Calculation of River Basin Based on Thiessen Polygons Method. 2017, 23:19-22. [Google Scholar]
  6. LINSLEY R K, KOHLER M A, PAULHUS J L H. Hydrology for Engineers. McGraw-Hill, New York 1982: 223-225. [Google Scholar]
  7. Xu Z. Application of Muskingum Flood Rooting Method. Journal of North China Institute of Water Conservancy and Hydroelectric Power. 26(4):1-3 [Google Scholar]
  8. Reshma T, Sundara Kumar P, Ratna Kanth Babu MJ, Sundara Kumar KSimulation of runoff in watersheds using SCS-CN and Muskingum-Cunge methods using remote sensing and geographical information systems. 2010.Vol 25:31–42. [Google Scholar]
  9. Razi MAM, Ariffin J, Tahir W, Arish NAM Flood estimation studies using hydrologic modeling system (HEC-HMS) for Johor river, Malaysia. J Applied Sci. 2010, 10(11):930–939. [CrossRef] [Google Scholar]
  10. Mishra SK, Jain MK, Singh VP. Evaluation of SCS CN-based model incorporating antecedent moisture. Water Resour Manag 2010, 18(6):567–589. [CrossRef] [Google Scholar]
  11. Halwatura, D.; Najim, M. Application of the HECHMS model for runoff simulation in a tropical catchment. Environ. Model. Softw. 2013, 46, 155– 162. [CrossRef] [Google Scholar]
  12. Feldman, A.D. Hydrologic Modeling System HECHMS, Technical Reference Manual. U.S. Army Corps of Engineers, Hydrologic Engineering Center, HEC, Davis, CA, USA. 2010. [Google Scholar]
  13. Fleming M, Scharffenberg W, Hydrologic Modeling System (HEC-HMS): New Features for Urban Hydrology. Hydraulic Engineer, USACE Hydrologic Engineering Center, Davis, CA. 2010. [Google Scholar]
  14. Cydzik K, Hogue TS Modeling postfire response and recovery using the hydrologic engineering center hydrologic modeling system (HEC-HMS). J Am Water Res Assoc. 2009, 45:702–714. [CrossRef] [Google Scholar]
  15. Knebl MR, Yang ZL, Hutchison K, Maidment DR Regional scale flood modeling using NEXRAD rainfall, GIS, and HEC-HMS/RAS: a case study for the San Antonio River Basin Summer 2002 storm event. J Environ Manage. 2009, 75:325–336. [CrossRef] [Google Scholar]
  16. Verma AK, Jha MK, Mahana RK Evaluation of HEC-HMS and WEPP for simulating watershed runoff using remote sensing and geographical information system. Paddy Water Environ. 2009, 8:131–144. [CrossRef] [Google Scholar]
  17. Yusop Z, Chan CH, Katimon A Runoff characteristics and application of HEC-HMS for modelling stormflow hydrograph in an oil palm catchment. Water Sci Technol. 2009, 56:41–48. [CrossRef] [Google Scholar]
  18. Al-Abed N, Abdulla F, Abu Khyarah A GIShydrological models for managing water resources in the Zarqa River basin. Environ Geol. 2009, 47:405–411. [CrossRef] [Google Scholar]
  19. Knebl, M.R.; Yang, Z.L.; Hutchison, K.; Maidment, D.R. Regional scale flood modeling using NEXRAD rainfall, GIS, and HEC-HMS/RAS: A case study for the San Antonio River Basin, Summer 2002 storm event. J. Environ. Manag. 2005, 75, 325–336. [Google Scholar]
  20. Eyad, A.; Broder, M. Modelling rainfall runoff relations using HEC-HMS and IHACRES for a single rain event in an arid region of Jordan. Water Resour. Manag. 2013, 27, 2391–2409. [CrossRef] [Google Scholar]
  21. Fares, L.; Rachid, M. Comparison of WBNM and HEC-HMS for runoff hydrograph prediction in a small urban catchment. Water Resour. Manag. 2015, 29, 2485–2501. [CrossRef] [Google Scholar]
  22. Yusop Z, Chan CH, Katimon A Runoff characteristics and application of HEC-HMS for modelling stormflow hydrograph in an oil palm catchment. Water Sci Technol. 2007, 56:41–48. [Google Scholar]
  23. Bournaski E, Iliev R, Kirilov L HEC-HMS modelling of rainstorm in a catchment. The mesta case study. C R Acad Bulg Sci. 2009 62:1141–1146. [Google Scholar]
  24. Chu XF, Steinman A. Event and continuous hydrologic modeling with HEC-HMS. J Irrig Drain E-ASCE 2009, 135:119–124. [CrossRef] [Google Scholar]
  25. Cydzik K, Hogue TS. Modeling post fire response and recovery using the hydrologic engineering center hydrologic modeling system(HEC-HMS). J Am Water Res Assoc. 2009, 45:702–714. [CrossRef] [Google Scholar]
  26. Tiwari KN, Kanan N, Singh RD, Ghosh SK. Watershed parameters extraction using GIS and remote sensing for hydrologic modeling. Asianpacific Remote Sensing GIS J. 1997, 10(1):43–52. [Google Scholar]
  27. Liang, R. Application of HEC-HMS in the Beizhangdian Watershed; Tai Yuan University of Technology: Tai Yuan, China, 2012. [Google Scholar]
  28. Gao, Y.; Yuan, Y.; Wang, H.; Schmidt, A.R.; Wang, K.; Ye, L. Examining the effects of urban agglomeration polders on flood events in Qinhuai river basin, china with HEC-HMS model. Water Sci. Technol. 2017, 75, 2130–2138. [CrossRef] [Google Scholar]
  29. Meenu, R.; Rehana, S.; Mujumdar, P.P. Assessment of hydrologic impacts of climate change in Tunga-Bhadra basin, India with HEC-HMS and SDSM. Hydrol. Process. 2013, 27, 1572–1589. [CrossRef] [Google Scholar]
  30. Liang R. Application of HEC-HMS in the Beizhangdian Watershed; Tai Yuan University of Technology: Tai Yuan, China, 2012. [Google Scholar]
  31. Li Q. Changing of Spatial Pattern and the Hydrological Response of Urbanization in Qinhuai River Basin; Nanjing University: Nanjing, China, 2012. [Google Scholar]
  32. Scharffenberg WA, Fleming MJ Hydrologic modeling system HEC-HMS user manual version 3.5. US Army Corps of Engineers, Hydrologic Engineering Center, Davis, CA., USA. 2010. [Google Scholar]

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