مددی, عقیل. (1391). بررسی و مقایسه فرسایش و تولید رسوب در زیر حوضه‌های حوضه آبریز ویلادره (استان اردبیل). جغرافیا و برنامه ریزی محیطی, 23(3), 61-74.
عقیل مددی. "بررسی و مقایسه فرسایش و تولید رسوب در زیر حوضه‌های حوضه آبریز ویلادره (استان اردبیل)". جغرافیا و برنامه ریزی محیطی, 23, 3, 1391, 61-74.
مددی, عقیل. (1391). 'بررسی و مقایسه فرسایش و تولید رسوب در زیر حوضه‌های حوضه آبریز ویلادره (استان اردبیل)', جغرافیا و برنامه ریزی محیطی, 23(3), pp. 61-74.
مددی, عقیل. بررسی و مقایسه فرسایش و تولید رسوب در زیر حوضه‌های حوضه آبریز ویلادره (استان اردبیل). جغرافیا و برنامه ریزی محیطی, 1391; 23(3): 61-74.
بررسی و مقایسه فرسایش و تولید رسوب در زیر حوضه‌های حوضه آبریز ویلادره (استان اردبیل)
تاریخ دریافت: 25 خرداد 1395،
تاریخ بازنگری: 04 تیر 1397،
تاریخ پذیرش: 25 خرداد 1395
چکیده
حوضه آبریز ویلادره در استان اردبیل و شرق توده آتشفشانی سبلان و در شمال شهر توریستی سرعین واقع شده است. طول رودخانه ویلادره 75/35 کیلومتر است که حوضه‌ای را به مساحت 3/37 کیلومتر مربع زهکشی می‌نماید. در سال‌های اخیر به دلایل متعدد میزان فرسایش در حوضه آبریز ویلادره چای افزایش یافته است. برای آگاهی از میزان فرسایش و نیز جلوگیری از فرسایش خاک و کاهش رسوب‌زایی این مطالعه انجام شده است. هدف کلی تحقیق، بررسی میزان فرسایش و تولید رسوب در حوضه و پی بردن به مناطق حساس از نظر فرسایش است. برای رسیدن به هدف فوق از روش پتانسیل فرسایش(ای پی ام) استفاده شده است. ابزارهای گردآوری اطلاعات، انواع نقشه‌ها، روش مشاهده و منابع کتابخانه‌ای هستند. در این مطالعه با استفاده از روش ای پی ام ( Erosion Potential Method ) میزان فرسایش در هر یک از زیر حوضه‌ها (4 زیر حوضه) بررسی شده است . نتایج مطالعه نشان می‌دهد به دلیل شیب زیاد در قسمت‌های بالا دست حوضه، (حوضه آیران‌دره)، در این قسمت شدت فرسایش زیاد است (شدید)؛ اما در قسمت پایین دست حوضه (حوضه‌های ویلادره، اردی موسی و شمال اردی موسی) به علت شیب کم که باعث کاهش سرعت جریان آب می‌شود، شدت فرسایش زیاد نیست (متوسط). میزان فرسایش ویژه در کل حوضه 3/10 تن در هکتار در سال و در زیر حوضه‌های آیران دره، ویلادره، اردی موسی و شمال اردی موسی به ترتیب 3/14، 7/8، 6/8 و6/8 تن در هکتار در سال محاسبه شده است. توان رسوب دهی سالانه در کل حوضه مورد مطالعه 29008 متر مکعب در سال، و برای هریک از زیر حوضه‌های فوق‌الذکر به ترتیب 10331، 7912، 5676 و 5179 متر مکعب در سال به دست آمده است. علت زیاد بودن فرسایش ویژه و توان رسوب دهی در زیر حوضه آیران‌دره نسبت به حوضه‌های دیگر شیب زیاد و حساسیت سنگ‌ها نسبت به فرسایش است. در حالی که در دیگر حوضه‌ها عامل شیب اثر عوامل موثر دیگر را در تولید رسوب کاهش داده و باعث پایین آمدن توان رسوب دهی آنها شده است.
Study and comparison of erosion and sediment yield in sub basin of Veladareh catchment (Ardabil province)
نویسندگان [English]
A. Madadi
چکیده [English]
 Study and comparison of erosion and sediment yield in sub basin of Veladareh catchment (Ardabil province)      A. Madadi  Received: May 22, 2011 / Accepted: November 13, 2011, 15-18 P    Extended abstract:  1-Introduction   Veladareh basin is located in the eastern site of Sabalan volcanic massive and north of Sarein town in the north west of Iran. The length of Veladareh River is 37.75 kilometer and its drainage basin area is 37.3 square kilometer. This basin is part of Qaraso and the Arax river basin. Veladareh basin is located at 38° 10' 17" to 38º 13' 21" northern latitude and 47º 58' 10" to 48 º 9â eastern longitude. The purpose of this study is investigation of erosion and sediment estimating in the Veladareh basin.   2- Methodology  Aim of this study is estimation of erosion rate in the Veladareh basin. For arrive to above aim the Veladareh basin was divided to four sub-basins. Erosion rate was estimated on one of the sub basins using by Erosion Potential Method (E.P.M).  In order to perform a conservation soil and nominate struggle methods with erosion and decrease of sediment yield must be estimated total volume of yearly sediment rates. To achieve this goal estimated 4 erosion factors include Erosion coefficient of basin (Ψ), Land use index ( ), Susceptibility of rocks to erosion ) Y) and mean gradient of basin (I) in the four sub basins.   3â Discussion  Base of four above agents we are estimated Erosion intensity coefficient from formula 1 in the work units (Refahi, 1375: 257).  Z = Y. (Ψ+ ).  Just as show in table 3 and fig. 6, erosion intensity coefficient is different between .62 in the north Erdymosa catchment and .77 in the Arandareh catchment . Between the four above effective agents role of gradient is higher than others agents, that is caused erosion intensity is different in this basin. Erosion intensity in Arandareh catchment has 2 erosion classes and in the others sub basins have 3 erosion classes. For estimate of yearly especial erosion in E.P.M method is used fomola2 (refahi, 1375: 259).  = T. H . Ï .  Just as show in table 4, especial erosion in the whole Veladareh basin is 777.7 m3/km/y or 10.3 ton per hectare. Arandareh catchmen between sub basins has higher especial erosion (1099 m3/km2/y or 14.3 ton per hectare) than that others catchments, because of high branching ratio, high erosion coefficient and high gradient but Erdymosa catchment has lower especial erosion(660 m3/km2/y or 8.6 ton per hectare), because of low gradient. To estimate of annual erosion rates in basin area is used formola4 (Refahi, 1375: 261):  Just as show in table 4, whole basin can produced 29008 m3 sediments during year. The highest produced sediment was related to Arandareh catchment (10331 m3/y) because of setting in mountainous area, high gradient and high area (9.4 km2). The lowest rate of produced sediment was in north Erdymosa sub basin (5676 m3/y), because of gentle gradient and low area (7.8).   4â Conclusion  Conclusions of study show that violence of erosion is intense in Arandareh subbasin (upper part of the basin) due to high gradient in this part.  But in the lower part of basin (Veladareh, Erdymosa and north Erdymosa subbasins) rate of erosion is low because in this part gradient is few. Rate of especial erosion in whole of basin and per catchments of Arandareh, Veladareh, Erdymosa and north Erdymosa in order to arrange have been calculated 10.3, 14.3, 8.7, 8.6 and 8.6 ton in hectare in year. Potential of sediment discharge in whole of basin and sub basins in order to arrange have been estimated 29008, 10331, 7912, 5676 and 5179 cubic meter in the year. Excessive of especial erosion and potential sediment discharge in Arandareh catchment, than others sub basins is much of gradient and susceptibility of rocks. Whereas in the others catchments (Veladareh, Erdymosa and north Erdymosa) factor of gradient decrease effect of others agents in viewpoint of sediment yield and have been decrease a potential sediment discharge in these catchments.  Key words : erosion, Veladareh basin, sediment yield and E.P.M method .   Reference  Ahmadi, Hassan (1995), applied geomorphology, skin1 (stream erosion), (second edition), Tehran: Tehran university publisher, P. 614.  Alizadeh, Amin (1995), principle of applied hydrology, Mashhad: Astan Qudce Razavi publisher, (fifth edition), P. 634.  Ardabil province organization of Agriculture jihad (2004), compilation and contour studies report of Sabalan basin. Ardabil, P. 340.  Bagherzadeh Karimi, Masood, (1993), efficiency survey of erosion estimation and sediment models and remote sesining and GIS technique in soil erosion studies, M.S. Dissertation , Goddosi, Jamal, Tarbiyat Modares University, natural source faculty, P.185.  Bayat, Reza, Sarmadyan, firedoon, Darvishsefat, Ali asghar , Refahi, Hussen Ghuli, (2001), efficiency survey of PASIAC and EPM methods in the Taleghan basin using GIS, agriculture science, period 32, vol. 1, P. 203- 217 .  Khda Bakhsh, saied, Mohammadi, Akbar, Rafie, Behroze, Bozogzade, Eesa (2009), comparison of erosion rate and sediment yield in the Sezar sub basin (dez dam basin) using by PASIAC and EPM tentative methods assist bay Fazi knowledge , Iran Geologic Quarterly, 3th year, No. 12, P.51-61.  Khda Bakhshi, zenab, Arzani, Naser, Abdollahi, Khudayar, Davvodian, Ali Reza(2010), study of rock units erodibleity and sediment yield using by EPM model assistance by GIS in part of Zayanderood basin- Heydari basin northern Shahre Kord , Stratigraphy and sedimetology Research, 26th year, uninterrupted No. 39, No. 2, P33-48.  Organization of Iran Armey geographic (1956), study area aerial photograph, Tehran.  Organization of Iran Armey geographic (1975), Sarein and Nir topographic maps, Tehran .  Organization of Iran geology (1997), Ardabil and Meshkin Shahr geologic maps, Tehran.  Organization Iran metrological (1970- 2007), metrological data Ardabil, Sarein and Nir stations, Tehran.  Rangzan, Kazim, Zarasvandi, Alireza, Hedari, Arsalan (2008), comparison of EPM and PSIAC models for estimation of erosion and sediment in Khuzestan Peghah Sorkh Getvand basin using by RS and GIS technique , Geographical Research Quarterly , 39th year, No.64, P. 123-136.  Rastgho, saied, ghhraman, Bijan, Davari, Kameran (2004), comparison of MPSIAC, EPM , FAO and BLM models in estimation of erosion and sediment in the Tangh Konesht basin, Article collection of second national conference of water and soil sources, Shiraz : Shiraz university, P. 10-20.  Rastgho, saied, ghhraman, Bijan, Sanaei Najad, Hossen, Davari, Kameran, Khodashenas Saied Reza (2006), estimation of erosion and sediment in the Tangh Konesht basin by PASIAC and EPM models using by GIS, journal of agriculture and natural source, issue 10, No1, P. 91-105.  Refahi, Hossen Goli (1996), water erosion and its control, first print, Tehran : Tehran university publisher, P. 551.  Refahi, Hossen Goli (2003), water erosion and its control, fourth print, Tehran: Tehranuniversity publisher, P.671.  Refahi, Hossen Goli, Nemati, Mohammad Reza (1993), using of EPM method on study of erodibility and sediment yield in the Talegan basin, Iran agriculture science, vol. 26, P. 32-45.  Sadeghi, Hamid Reza (1993), comparison of some methods on erosion and sediment estimation in the Ozon Dara basin, articles collection of survey of politics and methods on optimum land use conference, Tehran: ministry of Agriculture jihad , P. 41-75.  Sobhani, Behroze (1997), analysis of potential sediment discharges in Aglagan chay basin using remote sensening and GIS, M.S dissertation , Goddosi, Jamal, Tarbiyat Modares University, geography department, P.210.  Mahammadyan Shooli, Mahammad Hassan, surur jalhladdin (2007), Methods of erosion and sediment estimation base of tentative prevalent models (EPM, MPSIAC,PSIAC) in Gohar Rud basin , Article collection of 4th national congress of science and basin management Engineering of Iran â, Tehran : Tehran university, P. 157-176.  Mahmmudi, faradj Allah (2004), Dynamic Geomorphology, 6th edition, Tehran: Payam Noor university publisher, P.326.  Tangestani, Majid (2006), comparison of EPM and PSIAC models in GIS for erosion and sediment yield assessment in a semi-arid environment: Afzar catchments, Fars Province, Iran, Journal of Asian earth sciences, vol. 27, P.585- 597.   Â
کلیدواژه‌ها [English]
Erosion, Veladareh basin, sediment yield and E.P.M method
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