کنترل جریان و انتقال رسوب با استفاده ازعملکرد دو مدل هیدرولوژیکی و هیدرولیکی در حوضه رودخانه جاجرود

نوع مقاله : مقاله پژوهشی

نویسندگان

1 گروه مهندسی عمران، واحد بین الملل کیش، دانشگاه آزاد اسلامی، جزیره کیش، ایران

2 گروه مهندسی عمران، واحد شهر قدس، دانشگاه آزاد اسلامی، تهران، ایران

چکیده

اخیرا، به کار گیری از مدلسازی هیدرولوژی و هیدرولیکی برای ارزیابی فرسایش و اقداماتی در جهت کاهش آورد رسوبی مطرح است. در تحقیق حاضر، با استفاده از دو مدل HEC RAS و SWAT میزان رسوبات انتقالی و راهکارهای کنترل آن در حوضه رودخانه جارجرود بررسی شد. رفتار هیدرولوژیکی حوضه برای برآورد میزان جریان رسوب و مناطق فرسایش پذیر حوضه با استفاده از مدل SWAT بررسی شد. واسنجی و تحلیل عدم قطعیت مدل توسط نرم افزار swat cup و الگوریتم sufi2 انجام پذیرفت. شاخص های R2 و ناش ساتکلیف(NS) به منظور ارزیابی توانایی مدل SWAT در جهت شبیه سازی جریان و رسوب ایستگاه ماملو برای بازه کالیبراسیون 2002تا2013 به ترتیب برابر 0.77 و 0.89 و همچنین بازه صحت سنجی 2014 تا2017 به ترتیب برابر 0.63و 0.72 در جهت استخراج رواناب به دست آمد. میزان رسوب برآوردی مدل SWAT در بازه کالیبراسیون براساس شاخص های R2 و ناش ساتکلیف(NS) برابر 0.67، 0.82 همچنین بازه صحت سنجی برابر 0.58، 0.64 استخراج شد. پس از شبیه سازی از آنجایی که مدل swat قابلیت طراحی سازه کنترل رسوب نداشته از مدل هیدرولیکی دو بعدی HEC RAS با قابلیت تعریف نقشه پوشش گیاهی و اقدامات سازه‌ای استفاده گردید. باتوجه به قابلیت تعریف نقشه پوشش گیاهی بر رفتار جریان رسوب مشخص گردید. دست آخر نتایج حاصل از تلفیق دو مدل SWAT و HEC RAS در جهت بهره گیری اقدامات سازه ای و اصلاح نوع پوشش گیاهی در راستای برآورد میزان رسوبات انتقالی به مخزن سد ماملو بیانگر کاهش میزان رسوبات انقالی به میزان 17 درصد بوده است.

کلیدواژه‌ها

موضوعات

عنوان مقاله [English]

Flow control and sediment transfer using the performance of two hydrological and hydraulic models in the Jarjroud river basin

نویسندگان [English]

  • Babak Aminnejad 1
  • Ali Asghari 1
  • Hossein Ebrahimi 2
1 Department of Civil Engineering، Kish international Branch، Islamic Azad University، Kish Island، Iran.
2 Department of Civil Engineering، Shahr-e-Qods international Branch، Islamic Azad University، Tehran، Iran.
چکیده [English]

In this research, using HEC RAS and SWAT models, the flow rate, transfer of sediments, and sediment control strategies of the Jajroud River watershed, . The hydrological behavior of the watershed was investigated to estimate the amount of sediment flow and erodible areas of the watershed to apply non-structural solutions using the SWAT model. R2 and Nash-Sutcliffe (NS) indices to evaluate the SWAT model's ability to simulate the flow and sediment of Mamlo station for the calibration period of 2002 to 2013 are 0.77 and 0.89, respectively, and the validation period from 2014 to 2017 is 0.63 and 0.63, respectively. 0.72 was obtained in the direction of extracting runoff. The estimated sediment amount of the SWAT model in the calibration interval was extracted based on the R2 and Nash Sutcliffe (NS) indices equal to 0.67, 0.82, and the validation interval equal to 0.58, 0.64. After the hydrological simulation, since the SWAT model cannot design the sediment control structure, the HEC RAS two-dimensional hydraulic model was used, which can define the vegetation map and structural measures to control the sediment in the area. One of the capabilities of the two-dimensional model HEC-RAS can define the amount of Manning's coefficient . Finally, the results of the integration of SWAT and HEC RAS models to use structural measures and modify the type of vegetation in To estimate the amount of transported sediments to the reservoir of Mamlo dam, it has been shown that the amount of transported sediments has decreased by 17% .

کلیدواژه‌ها [English]

  • flow simulation
  • Jarjroud river
  • swat
  • hec ras
  • sediment control

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