Effects of Rainfall Intensity-Duration-Frequency Curves Reformation on Urban Flood Characteristics in Semiarid Environment

سال انتشار: 1396
نوع سند: مقاله ژورنالی
زبان: انگلیسی
مشاهده: 72

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شناسه ملی سند علمی:

JR_ECOPER-5-2_006

تاریخ نمایه سازی: 2 دی 1403

چکیده مقاله:

Background: A design storm is a theoretical storm event based on rainfall intensities associated with frequency of occurrence and having a set duration. Estimating design storm via rainfall intensity–duration–frequency (IDF) curves is important for hydrological planning of urban areas. Material and Methods: The impact of changes in rainfall intensity–duration–frequency (IDF) curves on flood properties in an urban area of Zanjan city was investigated, using Storm Water Management Model (SWMM). For the IDF curve generation, Sherman and Ghahreman-Abkhezr methods were compared. Results: According to results, the estimated rainfall depth and, consequently the peak runoff rate for different return periods had decreased in the recent years, except for ۲-year return period. Decrease in peak runoff rate was ۳۰, ۳۹, ۴۱ and ۴۲ percent for ۵-۱۰-۲۰ and ۵۰-year return periods, respectively. Based on the results, for peak runoff evaluated in ۵۰-year return period using Sherman and Ghahreman-Abkhezr hyetograph, percent of flood that occurred before the peak runoff were ۲۷ and ۲۲ percent, respectively. Discussion and Conclusion: Design rainfall hyetograph showed that Sherman method gave larger rainfall intensity compared to Ghahreman-Abkhezr method. Estimated peak and total runoff volume follow trend of rainfall intensity. As Ghahreman-Abkhezr method use longer and newer rainfall data for creating IDF curves, we can conclude that climate change cause change in rainfall characteristics. The runoff modeling show that main urban drainage system had enough transfer capacity against the flood condition, but survey information indicated several inundations in some flat areas, curbs and gutters. Inappropriate design and obstruction of the runoff paths via urban garbage and sediments are some parameters that could lead to such local inundation.

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نویسندگان

Reza Ghazavi

Associate Professor, Department of Watershed Management, Faculty of Natural Resources and Earth Sciences, University of Kashan, Kashan, Iran

Ali Moafi Rabori

Ph.D.Student, Department of Watershed Management, Faculty of Natural Resources and Earth Sciences, University of Kashan, Kashan, Iran

Mohsen Ahadnejad Reveshty

Associate Professor, Department of Geography, Faculty of Humanities, University of Zanjan, Zanjan, Iran

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  • Aghabeigi AS, Moradi HR, Fattahi B. Sediment and Runoff Measurement ...
  • Choi K, Ball JE. Parameter estimation for urban runoff modelling, ...
  • Hoang L, FennerRichard A, Skenderian M. A conceptual approach for ...
  • United Nations. World Urbanization Prospects: The ۲۰۰۵ Revision, ESA/P/WP/۲۰۰, ۲۰۰۶; ...
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  • Ahilan S, Guan M, Sleigh A, Wright N, Chang, H. ...
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  • Morgan A, Branfireun B, Csillag F. An Evaluation of the ...
  • Alam N, Olsthoorn T. Sustainable Conjunctive Use of Surface and ...
  • Ghahreman B, Abkhezr H. Reformation the relations of Intensity- duration-frequency ...
  • Prodanovic P, Simonovic SP. Development of rainfall intensity duration frequency ...
  • Semadeni -Davies A, Herne bring C, Svensson G, Gustafsson L. ...
  • Desramaut N. Estimation of Intensity Duration Frequency Curves for Current ...
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