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کاربرد مدل شماره ی منحنی اصلاح شده (میشرا-سینگ سه پارامتری) برای برآورد سیلاب | ||
| هیدروژئومورفولوژی | ||
| مقاله 8، دوره 5، شماره 17، اسفند 1397، صفحه 145-163 اصل مقاله (1.11 MB) | ||
| نوع مقاله: پژوهشی | ||
| نویسندگان | ||
ساناز دایی1؛ میثم سالاری جزی  2؛ خلیل قربانی3؛ مهدی مفتاح هلقی4
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| 1دانش آموخته کارشناسی ارشد، گروه مهندسی آب، دانشکده ی مهندسی آب و خاک، دانشگاه علوم کشاورزی و منابع طبیعی گرگان. | ||
| 2ـ استادیار، گروه مهندسی آب، دانشکده مهندسی آب و خاک، دانشگاه علوم کشاورزی و منابع طبیعی گرگان | ||
| 3دانشیار، گروه مهندسی آب، دانشکده مهندسی آب و خاک، دانشگاه علوم کشاورزی و منابع طبیعی گرگان. | ||
| 4دانشیار، گروه مهندسی آب، دانشکده مهندسی آب و خاک، دانشگاه علوم کشاورزی و منابع طبیعی گرگان | ||
تازه های تحقیق | ||
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| کلیدواژه‌ها | ||
| کلمات کلیدی: دبی اوج؛ سیلاب؛ شماره‌ی منحنی SCS-CN؛ شماره‌ی منحنی اصلاح شده (میشرا-سینگ سه پارامتری)؛ هیدروگراف | ||
| اصل مقاله | ||
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| مراجع | ||
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منابع -Adib, A., Salarijazi, M., Vaghefi, M., Shooshtari, M.M. and Akhondali, A.M., (2010),Comparison between GcIUH-Clark, GIUH-Nash, Clark-IUH, and Nash-IUH models, Turkish Journal of Engineering and Environmental Sciences, Vol. 34, No.2, PP.91-104. -Adib, A., Salarijazi, M. and Najafpour, K., (2010), Evaluation of synthetic outlet runoff assessment models, Journal of Applied Sciences and Environmental Management, Vol. 14, No. 3, PP.13-18. -Adib, A., Salarijazi, M., Shooshtari, M.M. and Akhondali, A.M., (2011), Comparison between characteristics of geomorphoclimatic instantaneous unit hydrograph be produced by GcIUH based Clark Model and Clark IUH model, Journal of Marine Science and Technology, Vol. 19, No.2, PP.201-209. -Bahrami, E., Mohammadrezapour, O., Salarijazi, M., Haghighat jou, Parviz. (2019), Effect of Base Flow and Rainfall Excess Separation on Runoff Hydrograph Estimation using Gamma Model (Case Study: Jong Catchment), KSCE Journal Civil Engineering, Vol. 23, No.3, PP. 1-7. -Suresh Babu, P. and Mishra, S.K., (2011), Improved SCS-CN–inspired model, J Hydrol Eng, Vol. 17, No.11, PP.1164-1172. -Deshmukh, D.S., Chaube, U.C., Hailu, A.E., Gudeta, D.A. and Kassa, M.T., (2013), Estimation and comparision of curve numbers based on dynamic land use land cover change, observed rainfall-runoff data and land slope, Journal of Hydrology, 492, PP.89-101. -Eidipour, A., Akhondali, A.M., Zarei, H. and Salarijazi, M., (2016), Flood hydrograph estimation using GIUH model in ungauged karst basins (Case study: Abolabbas Basin), TUEXENIA, Vol. 36, No.36, PP.26-33. -Ghorbani, K., Salarijazi, M., Abdolhosseini, M., Eslamian, S., Ahmadianfar, I., (2019), Evaluation of Clark IUH in rainfall-runoff modelling (case study: Amameh Basin), International Journal of Hydrology Science and Technology, Vol. 9, No. 2, PP.137-153. -Fan, F., Deng, Y., Hu, X. and Weng, Q., (2013), Estimating composite curve number using an improved SCS-CN method with remotely sensed variables in Guangzhou, China, Remote Sensing, Vol. 5, No.3, PP.1425-1438. -Lin, W., Yang, F., Zhou, L., Xu, J.G. and Zhang, X.Q., (2017), Using modified Soil Conservation Service curve number method to simulate the role of forest in flood control in the upper reach of the Tingjiang River in China, Journal of Mountain Science, Vol. 14, No.1, PP. 1-14. -Nash, J.E. and Sutcliffe, J.V., (1970), River flow forecasting through conceptual models part I—A discussion of principles, Journal of hydrology, Vol. 10, No. 3, PP. 282-290. -Michel, C., Andréassian, V. and Perrin, C., (2005), Soil conservation service curve number method: How to mend a wrong soil moisture accounting procedure, Water Resources Research, Vol. 41, No. 2, PP. 1-12. -Mishra, S.K. and Singh, V.P., (2002), SCS-CN-based hydrologic simulation package. Mathematical models in small watershed hydrology and applications, PP. 391-464. -Mishra, S.K., Sahu, R.K., Eldho, T.I. and Jain, M.K., (2006), An improved I a S relation incorporating antecedent moisture in SCS-CN methodology, Water Resources Management, Vol. 20, No.5, PP. 643-660. -Mishra, S.K. and Singh, V.P. (1999), Another look at SCS-CN method, Journal of Hydrologic Engineering, Vol. 4, No.3, PP.257-264. -Jain, M.K., Mishra, S.K., Babu, P.S. and Venugopal, K., (2006) , On the Ia–S relation of the SCS-CN method, Hydrology Research, Vol. 37, No.3, PP. 261-275. -Sahu, R.K., Mishra, S.K., Eldho, T.I. and Jain, M.K., (2007), An advanced soil moisture accounting procedure for SCS curve number method, Hydrological Processes: An International Journal, Vol. 21, No.21, PP. 2872-2881. -Sahu, R.K., Mishra, S.K. and Eldho, T.I., (2010) , Comparative evaluation of SCS-CN-inspired models in applications to classified datasets, Agricultural water management, Vol. 97, No.5, PP. 749-756. -Sahu, R.K., Mishra, S.K. and Eldho, T.I., (2012) , Performance evaluation of modified versions of SCS curve number method for two watersheds of Maharashtra, India, ISH Journal of Hydraulic Engineering, Vol. 18, No.1, PP. 27-36. -Sahu, R.K., Mishra, S.K. and Eldho, T.I., (2010), Comparative evaluation of SCS-CN-inspired models in applications to classified datasets, Agricultural water management, Vol. 97, No.5, PP. 749-756. -Singh, P.K., Mishra, S.K., Berndtsson, R., Jain, M.K. and Pandey, R.P., (2015), Development of a modified SMA based MSCS-CN model for runoff estimation, Water resources management, Vol. 29, No.11, PP. 4111-4127. -Shi, W., Huang, M., Gongadze, K. and Wu, L., (2017), A modified SCS-CN method incorporating storm duration and antecedent soil moisture estimation for runoff prediction, Water resources management, Vol. 31, No.5, PP. 1713-1727. -Wang, J.J., Ding, J.L., Zhang, Z. and Chen, W.Q., (2017), Improved Algorithm of SCS-CN Model Parameters in Typical Inland River Basin in Central Asia, In IOP Conference Series: Earth and Environmental Science (Vol. 57, No. 1, P. 012051), IOP Publishing. | ||
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آمار تعداد مشاهده مقاله: 512 تعداد دریافت فایل اصل مقاله: 236 |
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