تحلیل رگبارهای حوضه سد کرخه و استخراج هیتوگراف طرح به روش هاف

نوع مقاله : مقاله پژوهشی

نویسندگان

1 دانشجوی دکتری مهندسی منابع آب، گروه آب دانشکده کشاورزی دانشگاه تبریز

2 دانشیار، گروه آب دانشکده کشاورزی دانشگاه تبریز

3 استادیار، گروه آب دانشکده کشاورزی دانشگاه تبریز

چکیده

تهیه هیتوگراف طرح در تعیین دقیق ابعاد شبکه‌های زهکش‌های شهری مهم است. یکی از مسائل مهم مرتبط با سیلاب‌ها، انتقال آب ناشی از آن بدون آسیب زدن به تأسیسات، مزارع، مناطق مسکونی و... است. این کار مستلزم تخمین دقیق مقدار سیل و سپس ابعاد مجاری آبروها، پل‌ها، دیواره سیل‌بند، کالورت و ... می‌باشد. هدف این تحقیق، رسم منحنی‌های هاف و هیتوگراف رگبار در شش ایستگاه در حوضه بالادست سد کرخه است. برای رسم منحنی‌های هاف از داده‌های باران‌نگار ثبات در ایستگاه‌های کامیاران، آبدانان، دره‌شهر، آران، کرند و کرمانشاه استفاده شد. برای این منظور، تعداد 1191 رگبار ثبت شده، در فصول مختلف و در 5 کلاس زمانی دسته‌بندی گردید. منحنی‌های هاف با استفاده از اطلاعات مذکور برای هر دسته، در هر فصل، رسم گردید. همچنین، رویدادهای هر دسته در یک فصل مشخص در یک گروه کلی ادغام و منحنی هاف هر کدام رسم گردید. به منظور مقایسه توزیع زمانی بارش ایستگاه‌های مختلف، سه شاخص جدید S، I و Q تعریف گردید که هر کدام به ترتیب، نسبت بارش تجمعی رسیده به‌ترتیب، در 25، 50 و 75 درصد مدت زمان بارش قرائت شده از منحنی هاف 10% به مقدار نظیر در منحنی 50% تعریف گردید. نتایج نشان داد، تقریباً در همه ایستگاه‌ها، مقدار کمیت شاخص S بیشتر از I و هر دو، بیش از شاخص Q بود. در ادامه، برای هر منحنی هاف، هیتوگراف رگبار طرح با استفاده از منحنی احتمال 50% استخراج شد. نتایج این مطالعه در مدیریت آب‌های سطحی در حوضه مورد مطالعه کاربرد دارد.

کلیدواژه‌ها

عنوان مقاله [English]

Analysis of storms of Karkheh dam basin and extraction of design hyetographs using the Huff method

نویسندگان [English]

  • ES Alavi 1
  • Y Dinpashoh 2
  • E Asadi 3
1 Ph.D student of Water Recourses Engineering, Department of Water Eng., Faculty of Agriculture, University of Tabriz.
2 Associate Professor, Department of Department of Water Eng., Faculty of Agriculture, University of Tabriz.
3 Assistant Professor, Department of Department of Water Eng., Faculty of Agriculture, University of Tabriz.
چکیده [English]

Providing design hyetograph is an important issue in accurate determination of urban drainage networks. One of the important relevant problems of floods, is its safe transmition without any damage to facilities, farms, habitat buildings and so on. This needs accurate determination of flood quantity and then dimensions of water pass ways, bridges, flash walls, culverts, and so on. The aim of this research is plotting the Huff curves and design storm hyetographs in the six selected stations in upstream of Karkheh dam watershed. In order to design of Huff curves, the recorded date of Kamiaran, Abdanan, Darreh-shahr, Kerned, and Kermanshah were used. For this purpose, the 1191 recorded storms classified in different seasons and in five classes of rainfall durations. The Huff curves were illustrated using the mentioned information for each of the classes as well as the seasons. Furthermore, all the events in a given class and season merged in a universal distinct class and then their Huff curves were plotted too. In order to possibility of comparison of temporal distribution of rainfalls in stations, three new indices denoted by S, I, and Q were defined, each of them shows the ratio of cumulative rain depths received in 25, 50 and 75 percentages of storm durations extracted from the 10 percent Huff curves to the corresponding values obtained from the 50 percent Huff curve.  Results showed that nearly in all the stations the quantity of S-index was greater than I-index, and both of them were greater than Q-index. Results of this study have practical application in surface water management in the watershed area.

کلیدواژه‌ها [English]

  • Design Hyetograph
  • Design storm
  • Design flood
  • Huff curve
  • Temporal distribution of rainfall

مراجع

Awadallah AG and Younan NS, 2012. Conservative design rainfall distribution for application in arid regions with sparse data. Journal of Arid Environments 79:66-75.
Azli M and Rao R, 2010. Development of Huff Curves for peninsular Malaysia. Journal of Hydrology 388:77-84.
Baek SS, Choi DH, Jung JW, Lee HJ, Yoon KS and Cho KH, 2015. Optimizing low impact development (LID) for stormwater runoff treatment in Urban Area, Korea: Experimental and modeling approach. Water Research 86:122-131.
Bezak N, Šraj M and Mikoš M, 2016. Copula-based IDF curves and empirical rainfall thresholds for flash floods and rainfall-induced landslides. Journal of Hydrology 541:272-284.
Bozorgzadeh M, 1995, Temporal distribution of rainfall used for design flood. Water and Development 3(1):35-49 (in Persian).
Bustami RA, Rosli NA, Adam JH and Li KP, 2012. Development of temporal rainfall pattern for southern region of Sarawak. UNIMA E. Journal of Civil Engineering 3(Special Issue):17-23.
Chuckwuma GO and Schwab GO, 1983. Procedure for developing design hyetographs for small watersheds. Transactions of the ASAE 26(5):1386-1389.
Dolšak D, Bezak N and Šraj M, 2016. Temporal characteristics of rainfall events under three climate types in Slovenia. Journal of Hydrology 541:1395–1405.
Eskandari A, 1996, Determination the type of temporal rainfall distribution using the and its application in on of Iran cities MSC dissertation, Department of Civil Engineering , Faculty of Engineering, University of Sharif, I.R. IRAN (in Persian).
Ewea HA, Elfeki AMM and Bahrawi JA, 2016. Sensitivity analysis of runoff hydrographs due to temporal rainfall patterns in Makkah Al-Mukkramah region, Saudi Arabia. Arabian Journal of Geosciences 9:424.
Ghassabi Z, Kamali GA, Meshkati AH, Hajam S and Javaheri N, 2016. Time distribution of heavy rainfall events in south west of IRAN. Journal of Atmospheric and Solar Terrestrial Physics 145:53-60.
Golcar F, 2007. To study frequency distribution of storm and determination of temporal pattern of rainfall in some parts of Iran (Bam, Tehran, Shiraz, and Gorgan), Water Management Conference (Isfahan) Feb. 2007:1478-1486 (in Persian).
Golian S, Saghafian B and Maknoon R, 2010. Derivation of probabilistic thresholds of spatially distributed rainfall for flood forecasting. Water Resources Management 24(13):3547–3559.
Hatami-Yazd H, Taghvaee-Abrishami A A, Ghahraman B, 2005. Rainfall temporal pattern for Khorasan Province, Iran. Iran-Water Resources Research 1(3):61-71. (in Persian).
Hershfield DM, 1962. Extreme rainfall relationship. Journal of the Hydraulics Division ASCE 88(HY6):73-92.
Huff FA, 1967. Time distribution of rainfall in heavy storms. Water Resources Research 3(4):1007-1019.
Huff FA, 1990. Time Distribution of Heavy Rainstorms in Illinois. Illinois State Water Survey, Champaign, Circular, 173 pages.
Jahanbakhsh S, Rahimi Bondarabadi S, Hosseini A, Rezaei S, Khosh Zaman T, 2010. Annual rainfall and temperature trends in Karkha Rivar basin. 4th International Congress of the Islamic World Geographers 14-16 April 2010 Zahedan. (in Persian)
Jiang P, Yu Z, Gautam MR, Yuan F and Acharya K, 2016. Changes of storm properties in the United States: Observations and multimodel ensemble projections. Global and Planetary Change 142:41–52.
Kang MS, Koo JH, Chun JA, Her YG, Park SW and Yoo K, 2009. Design of drainage culverts considering critical storm duration. Bio systems Engineering 104:425–434.
Kao SC and Govindaraju RS, 2007. A bivariate frequency analysis of extreme rainfall with implications for design. Journal of Geophysical Research 112, d13119, doi:10.1029/2007JD008522.
Kao SC and Govindaraju RS, 2008. Trivariate statistical analysis of extreme rainfall events via the Plackett family of copulas. Water Resources Research 44 w02415, doi:10.1029/2007WR006261.
Keifer CJ and Chu HH, 1957. Synthetic storm pattern for drainage design. Journal of the Hydraulics Division ASCE 83(HY4):1-25.
Loukas A and Quick MC, 1994. Precipitation distribution in coastal British Columbia. Water Resources Bulletin 30(4):705-727.
Mollaie A and Telvari A, 2009, Determination of rainfall temporal pattern in Kohkiloyeh and Boyerahmad province by Pilgrim method. Journal of Watershed Engineering and Management 1(2):70-78 (in Persian).
SCS., 1986. Urban Hydrology for Small Watersheds, Tech. Bul. 55, Appendix B:B-1 and B-2.
Todisco F, 2014. The internal structure of erosive and non-erosive storm events for interpretation of erosive processes and rainfall simulation. Journal of Hydrology 519(D):3651-3663.
Vernieuwe H, Vandenberghe S, De Baets B and verhoest N, 2015. A continuous rainfall model based on vine copulas, Hydrology & Earth System Sciences 19:2685–2699.
Wang W, Yin S, Xie Y, Liu B and Liu Y, 2016. Effects of four storm patterns on soil loss from five soils under natural rainfall. Catena 141:56-65.
Wu SJ, Yang JC and Tung YK, 2006. Identification and stochastic generation of representative rainfall temporal patterns in Hong Kong territory. Stoch. Environ. Res. Risk Assess. 20:171-183.
Yazdi J, Choi HS and Kim JH, 2016. A methodology for optimal operation of pumping stations in urban drainage systems. Journal of Hydro-environment Research 11:101-112.
Yen BC and Chow VT, 1980. Design hyetographs for small drainage structures. Journal Hydraulic Division ASCE 106(HY6):1055-1076.
Zohrabi N, Masah Bovani A, Godarzi E and Heydarnejad M, 2016. Identify trend in the annual temperature and precipitation in Karkheh River Basin. Journal of Wetland Ecobiology 8(2):5-22 (in Persian).
دانش آب و خاک
دوره 29، شماره 3
مهر 1398
صفحه 165-180

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