استخراج منحنی فرمان پهنه بندی ریسک سیلاب مطالعه ی موردی: رودخانه ی باراندوزچای ارومیه

Abedini, M., Fathi, M., (2015). Flood Risk Mapping and Evaluation by using the Analytic Network Process Case Study: (Khiav Chai Catchment), Journal of Hydrogeomorphology, 1(3), 99-120.

Ackerman, C.T., (2005). HEC-GeoRAS: GIS Tools for Support of HEC-RAS Using ArcGIS, User Manual Version 4, US Army Corps of Engineers; Available at:http://www.hec.usace.army.mil/software/hec-ras/documents/HEC-GeoRAS4_UsersManual.pdf.

Amirahmadi, A., Mohammadnia, M. and Golshani. N., (2015). Sensitivity analysis of geomorphological variables affecting floods using HEC-HMS model (Case Study: Zarcheshmeh Honjan - Isfahan Province), Journal of Hydrogeomorphology, 3, 21-41.

Altinakar, M., Kiedrzynska, E., Magnuszewski, A., (2006). Modelling of inundation patterns on the Pilica River flood plain, Poland, IAHS Publ, 308, 579.

Bennett, T.H., Walton, R., Dickerson, P.D., Howard, J.W., (2004). Comparison of HEC-RAS and MIKE11 unsteady flow modeling for the Tillamook Valley, Bridges, 10(40737), 182.

Brunner, G.W., (2010). HEC-RAS River Analysis System, Hydraulic Reference Manual, Version 4.1. Davis, CA: US Army Corps of Engineers, Institute for Water Resources, Hydrologic Engineering Center.

Chithra, M. and Sumam, K.S., (2013). Flood Risk Assessment by GIS and Hydraulic Model. Proceedings of International Conference on Materials for the Future -Innovative Materials, Processes, Products and Applications, November 2013, 315-318.

Els, Z., (2013). Data Availability and Requirements for Flood Hazard Mapping, PositionIT, Master of Natural Sciences at Stellenbosch University.

Fan, C., Ko, C-H, Wang, W-S., (2009). An innovative modeling approach using Qual2K and HEC-RAS integration to assess the impact of tidal effect on River Water quality simulation, J Environ Manage. 90(5), 1824–1832.

Gibson, S.A., Little, C., (2006). Implementation of the sediment impact assessment model (SIAM) in HEC-RAS., Paper presented at: 8th Federal Interagency Sedimentation Conference, Reno, NV.

Gibson, S., Pak, J., Fleming, M., (2010). Modeling watershed and riverine sediment processes with HEC-HMS and HEC-RAS, Paper presented at: Watershed Management Conference, Davis, CA.

Gilles, D., Moore, M., (2010). Review of Hydraulic Flood Modeling Software Used in Belgium, The Netherlands, and The United Kingdom. International Perspectives in Water Resources Management, Iowa City, IA.

Hasan, Z.A., AbGhani, A., Zakaria, N., (2007). Application of 2-D Modelling for Muda River Using CCHE2D. Paper presented at: International Conference on Managing Rivers in the 21st Century: Solution towards Sustainable River Basins, Riverside Kuching, Sarawak, Malaysia.

Hasan, Z.A., Hamidon, N., Zakaria, N., Ghani, A.A., Siang, L.C., (2009). Incoperating GIS in Water Resources Modelling: Application of SWAT 2005 Model in Sungai Kurau, Perak and CCHE2D Model in Tasik Harapan USM, A River Engineering and Urban Drainage Research Center (REDAC), Penang.

Hasan, Z.A., Lee, K.H., Azamathulla, H.M., Ghani, A.A., (2011). Flow simulation for Lake Harapan using CCHE2D—a case study, Int J Modell Simul, 31(1), 85.

Jia, Y., Wang, S.S., (2001). CCHE2D: Two-dimensional hydrodynamic and sediment transport model for unsteady open channel flows over loose bed. National Center for Computational Hydroscience and Engineering, Technical Report No. NCCHE-TR-2001-1, February.

Khan, A.A., Barkdoll, B., (2001). Two-dimensional depth-averaged models for flow simulation in river bends, Int J Comput Eng Sci, 2(03), 453–467.

Knebl, M., Yang, Z-L, Hutchison, K., Maidment, D., (2005). 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, 75(4), 325–336.

Kraus, R., (2000). Floodplain Determination Using ArcView GIS and HEC-RAS. Hydrologic and Hydraulic Modeling Support with Geographic Information Systems, New York, NY: ESRI Press.

Lee, K.T., Ho, Y-H, Chyan, Y-J., (2006). Bridge blockage and overbank flow simulations using HEC-RAS in the Keelung River during the 2001 Nari typhoon, J Hydraul Eng., 132(3), 319–323.

Magnuszewski, A., Kiedrzyńska, E., Wagner-Łslash;otkowska, I., Zalewski, M., (2007). Numerical Modelling of Material Fluxes on the Floodplain Wetland of the Pilica River, Poland, Wetlands: Monitoring, Modelling and Management: 205–210.

Mohammadi, F., (2016). Hydraulically flood zoning by Muskingum-Cunge method (case study: Baranduz-chay river), Msc. Thesis in Water Resources Eng., Zabol University.

Mosaedi, A., Gharib, M., Najafinejad, A. and Yaghmaei, F., (2007). Flood Hazard Zonation and Assessment (case study- Ramian suburbs-Iran), Journal of the Iranian Natural Res., 60(3), 2007, 785-797

Nassar, M., (2011). Multi-parametric sensitivity analysis of CCHE2D for channel flow simulations in Nile River, J Hydro Environ Res., 5(3), 187–195.3.

Oladghaffari, A. Fakheri-Fard, A. Nazemi, AH. and Ghorbani, MA., (2010). Hydraulic Flood Routing Using Dynamic Wave Method and Comparison with Linear and Nonlinear Hydrologic Muskingum Routing Methods (Case Study: Lighvan-Chai), J. Water and Soil Science, Article 4, 20(3), Autumn, 47-60 [in Farsi]

Pistocchi, A., Mazzoli, P., (2002). Use of HEC-RAS and HEC-HMS models with ArcView for hydrologic risk management, Paper presented at: Proc. Conference IEMSS, Lugano, Switzerland.

Roshun, H., Vahabzadeh, Gh., Solaimani, K. and Farhadi, R., (2013). Simulation of River Hydraulics Behavior Using HEC-RAS Model in GIS Environment (Case Study: Beshar River, Kohgiloyeh and Boyerahmad Province), Journal of Watershed Management Research, 4^th Year, No.7, 70-84.

Scott, S.H., Jia, Y., (2005). Simulation of sediment transport and channel morphology change in large river systems, US-China Workshop on Advanced Computational Modelling in Hydroscience & Engineering, Mississippi, USA.

ShahiriParsa, A. Heydari, M. Sadeghian, M. Moharrampour, M., (2013). Flood Zoning Simulation by HEC-RAS Model (Case Study: Johor River-Kota Tinggi Region), Journal of River Engineering 1(1).

ShahiriParsa, A. Noori, M. Heydari, M. and Rashidi, M., (2016). Floodplain Zoning Simulation by Using HEC-RAS and CCHE2D Models in the Sungai Maka River., Air, Soil and Water Research, February 14, 55-62.

Soleymani, M. Sadeghi, H. Khosrojerdi, A. Kaveh, F. and Babazadeh, H., (2014). Determining Flood Zones Using HEC-RAS Model (Case study: Gale Hecssan River situated in Atrak watershed). Academy for Environment and Life Sciences, India.

Song, X. Kong, F. and Zhu, Z., (2011). Application of Muskingum routing method with variable parameters in ungauged basin, Journal of Water Science and Engineering, 4(1), 1-12.

Tate, E.C., Maidment, D.R., (1999). Floodplain Mapping Using HEC-RAS and ArcView GIS, Austin: University of Texas.

Wu, W., Wang, S., (2002). Prediction of local scour of non-cohesive sediment around bridge piers using FVM-based CCHE2D Model, Paper presented at: First International Conference on Scour of Foundations, TEXAS, USA.

Yamani, M., Toorani, M., and Chezghe, S. (2012). Determination of the Flooding Zones by using HEC-RAS Model (Case Study: Upstream the Taleghan Dam). Journal of Geography and Environmental Hazards, 1(1), 1-16. https://doi.org/10.22067/geo.v1i1.16519.

Zhu, T., Jia, Y., Altinakar, M.S., (2012). Study of potential impacts of radioactive contamination on drinking water quality in two collinear reservoirs using CCHE2D model, Paper presented at: ICHE Conference, Orlando, FL.