مقایسه ی روش‌های هیدروگراف واحد SCS و Uniform در برآورد حداکثردبی سیلاب حوضه ی عموقین

Al-Zahrani, M., Al-Areeq A., & Hatim, O. Sh. (2017). Estimating urban flooding potential near the outlet of an arid catchment in Saudi Arabia, Geomatics, NaturalHazards and Risk, 8(2), 672-688.

Badri, B., Zarebidaki, R., Honarbakhsh, A., &Atashkhar, F. (2017). Prioritization of Beheshtabad Watershed Sub-Basins for Flood Potential. Natural Geography Research (Geographical Research), 48(1), 143-158. [In Persian]

Dile, Y.T., & Srinivasan, R. (2014). Evaluation of CFSR climate data for hydrologic prediction in data-scarce watersheds: an application in the Blue Nile River Basin. J Am Water Resource Assoc. 50, 1226–1241.

Ghaffariegilandeh, A., Behruz, S., & Ostadibabakandi, E. (2016). Estimation of Curve Number and Runoff Height in Arc-GIS, Case Study, Meshkinshahr City. Hydro geomorphology. 3(9), 159-175. [In Persian]

Hansson, K., Danielson, M., & Ekenberg, L. (2008). A framework for evaluation of flood management strategies. Journal of Environmental Management. 86 (3), 465-480.

Hejazi, A., & Marzbani, M. (2015). Estimation of Maximum Runoff Height and Discharge Using Curve Number Method Case Study: Sarab Darehshahr Watershed. Hydro geomorphology. 2(5), 63-81. [In Persian]

Hoseini, Y., Azari, A., & Pilpayeh, A. (2017). Flood modeling using WMS model for determining peak flood discharge in southwest Iran case study: Simili basin in Khuzestan Province. Applied Water Science, 7, 33-55.

Hosseini, Y. (2011). Comparison of Methods Proposed in WMS Model for Determination of Maximum Flow Discharge in Khuzestan Province and Validation of these Methods. The First Conference on Strategies for Achieving Sustainable Agriculture. [In Persian]

Kowalik, T., & Walega, A.  (2015). Estimation of CN parameter for small agricultural watersheds using asymptotic functions. Water. 7, 939-955.

Moghadasi, N., Karimirad, I., & Sheikh, V. (2017). Assessing the Impact of Land Use Changes and Rangeland and Forest Degradation on Flooding Using Watershed Modeling System. Journal of Rangeland Science, 7(2), 93-106.

Nash, J.E., & Sutcliffe, J.V. (1970). River flow forecasting through conceptual models I: a discussion of principles. Journal of Hydrology, 10, 282–290.

Rauf, M., & Habibi, R. (2015). Estimating Maximum Flood in the Hirchai Basin Using WMS, First National Conference on Architecture and Urban Planning (Thought, Theories and Methods). Malayer, Islamic Azad University of Malayer. [In Persian].

Shaghoian, B., Noroozpour, S., Kiani, M., & Rafiee Nasab, A. (2016). coupled Modclark-curve number rainfall-runon-runoff model. Arabian Journal of Geosciences, 9 (4), 2–13.

Sanyal, J., Denmore, A, L., & carboneau, P.  (2014). Analyzing the effect of land-use/cover changes at sub-catchment levels on downstream flood peaks: A semi-distributed modelling approach with sparse data. Catena, 118, 28-40.

Shannani, H., Sayyede, M., Haidar, Z., & Ramazani, H. (2016). The Effect of Land Use Changes on Flood Hydrographs (Case Study: Abou Abbas Basin). Irrigation Science and Engineering. 40(1), 219-229. [In Persian]

Alizadeh, A. (2011). Principles of Applied Hydrology. Razavi Cultural Foundation Publications, pp. 476-764. [In Persian]

Satheeshkumar, S., Venkateswaran, S., & Kannan, R. (2017). Rainfall–runoff estimation using SCS–CN and GIS approach in the Pappiredipatti watershed of the Vaniyar sub basin, South India, Modeling Earth Systems and Environment. 3 (24), 1–8.

Yousefi Mobarhan, E., Farahmand, K., Fahim, N., & Fahim, E. (2016). Efficiency of Flow-Duration Curves Method for Verification of a Hydrological Model (Case Study: Zola-Chay Watershed), Water and soil Science, 26 (2-1), 101-113. [In Persian].