ارزیابی طرح های ساماندهی رودخانه با استفاده از مدلMIKE11 مطالعه‌ی موردی: زرینه رود در حومه ی شهر شاهین‌دژ

Abbott M.B. (1966). An introduction to the method of characteristics, Thames & Hudson Publications, London.

Asghari Sarskanrood, S., Poorahmed, M. (2016). Detection and Extraction of Changes in Zarineh Rud River’s Variation between 1989 and 2014 via Remote Sensing Data, 2(5): 1-16.

Atsuhiro Y., Yoshinori T., Sachio S., Teppei U. and Takenori Y. (2008). Fundamental studies for river-training works, World Environmental and Water Resources Congress. Honolulu, Hawaii. United States, DOI: 10.1061/40976(316)280.

Guang Y., Xinlin H., Xiaolong L., Aihua L. & Lianqing X. (2017). Transformation of surface water and groundwater and water balance in the agricultural irrigation area of the Manas River Basin, China, International Journal of Agricultural and Biological Engineering, No. 10(4), 107-118.

Kha D.D., Nhu N.Y. & Anh T.N. (2018). An Approach for Flow Forecasting in Ungauged Catchments–A Case Study for Ho Ho reservoir catchment, Ngan Sau River, Central Vietnam, Journal of Ecological Engineering, 19(3), 201-212.

Knebl M.R., Yang Z.L., Hutchison K. & Maidment, D.R. (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, Journal of Environmental Management, 75(4), 325-336.

Le Ngo L., Madsen H., Rosbjerg D. & Pedersen C.B. (2008). Implementation and comparison of reservoir operation strategies for the Hoa Binh reservoir, Vietnam using the MIKE 11 model, Water Resources Management, 22(4), 457-472.

Merwade V., Cook A. & Coonrod J. (2008). GIS techniques for creating river terrain models for hydrodynamic modeling and flood inundation mapping, Environmental Modelling & Software Journal, 23(10-11), 1300-1311.

MIKE 11 User Guide. (2012), http:// www.dhi.dk.

Niranjan P., Rabindra K. and Panda D. (2010). One Dimensional Hydrodynamic Modeling of River Flow Using DEM Extracted River Cross-sections, Water Resource Manage Journal, 24(5), 835–852.

Norouzi S., Hossini H., Jafari G, and Soltani, S. (2011). Investigation of river morphological changes and calculation of the amount of land recovered due to the construction of river engineering structures, Proceedings of the 4th Iranian Water Resources Management Conference, 29–31 Aug., 2012. Amirkabir University of Technology, Iran.

Sharifi Paichoon, M., Parnoon, F. (2018). Morphometry and Studying of the Changes of Geometrical Parameters in the Qaresou River between 1959-2014, 4(13), 43-62.

Tran D.D., Van Halsema G., Hellegers P. J., Hoang L. P., Tran T. Q., Kummu M. & Ludwig F. (2018). Assessing impacts of dike construction on the flood dynamics of the Mekong Delta, Hydrology and Earth System Sciences, 22(3), 18-75.

Ulke A., Beden N., Demir V. & Menek N. (2017). Numerical modeling of Samsun Mert River floods, European Water, No. 57, 27-34.

Yarnell, D.L. (1934). Bridge piers as channel obstructions, (No. 442), US Dept. of Agriculture.