برآورد دقت روابط انتقال دبی رسوب رودخانه خنداب، ایستگاه جوشیروان با استفاده از مدلHEC-RAS

نوع مقاله : مقاله پژوهشی


1 استادیار، بخش آبخیزداری مرکز تحقیقات و آموزش کشاورزی و منابع طبیعی استان مرکزی، سازمان تحقیقات، آموزش و ترویج کشاورزی، اراک، ایران

2 استادیار، بخش مهندسی رودخانه و سواحل پژوهشکده حفاظت خاک و آبخیزداری کشور، سازمان تحقیقات، آموزش و ترویج کشاورزی، تهران، ایران


با توجه به پیچیدگی مسائل هیدرولیکی و رسوبی در رودخانه­ها امکان حل معادلات به روش تحلیلی ممکن نیست، لذا از روش­های عددی استفاده می­شود. در پژوهش حاضر از مـدلHEC-RAS 5.0.3 ، به ­منظور شبیه ­سازی جریان رسوبات رودخانه خنداب استفاده شد. بدین منظور با استفاده از نقشه توپوگرافی مسیر، DEM و TIN  از مسیر رودخانه شراء با مقیاس 1:2000، در بسته الحاقی HEC-GeoRAS در نـرم­افزار ArcMap، تعداد 200 مقطع در طول km 5 رودخانه تهیه شد. اطلاعات مربوطه جهت معرفی هندسه رودخانه به مدل معرفی شد. دبی با دوره بازگشت 25، 50 و yr 100 محاسبه و برای شبیه­سازی هیدرولیکی رودخانه مورد استفاده قرار گرفت. شرایط جریان شبه غیرماندگار، شرایط مرزی و دانه­بندی مواد بستر رودخانه به مدل معرفی شد. با استفاده از رابطه­های برآورد انتقال رسوب، ظرفیت انتقال رسوب رودخانه محاسبه شد. نتایج نشان داد، رابطه‌ میر- پیتر و مولر با 26% خطا نسبت به روابط دیگر به مقادیر رسوبات مشاهداتی نزدیک­تر می­باشد. همچنین، بررسی وضعیت فرسایش و رسوب‌گذاری رودخانه با استفاده از معیارهای هولشتروم و شیلدز نشان می­دهد که قسمتی از مقاطع این رودخانه در وضعیت فرسایشی و قسمتی در حال رسوب‌گذاری قرار دارد.



عنوان مقاله [English]

Accuracy Estimation of Sediment Discharge Transfer Relationships of Khondab River, Joshirvan Station using HEC-RAS Model

نویسندگان [English]

  • Amir Moradinejad 1
  • Seyed Ahmad Hosseini 2
1 Assist. Professor, Soil Conservation and Watershed Management Research Department, Markazi Agricultural and Natural Resources Research and Education Center, Agricultural Research Education & Extension Organization (AREEO), Arak, Iran
2 Assist. Professor, Soil Conservation and Watershed Management Institute, Agricultural Research Education & Extension Organization (AREEO), Tehran, Iran
چکیده [English]

Due to the complexity of hydraulic and sedimentary problems in rivers, it is not possible to solve the equations analytically, so numerical methods are used. In the present study, the HEC-RAS 5.0.3 model was used to simulate the sediment flow of the Khondab River. For this purpose, using the topographic map of the route, DEM and TIN of the River route with a scale of 1: 2000, in the HEC-GeoRAS extension package in ArcMap software, 200 sections along 5 km of the river were prepared. Relevant information was inserted to introduce the river geometry to the model. The flow rate was calculated with 25-, 50- and 100-year return periods and was used for river hydraulic simulation. Quasi-volatile flow conditions, boundary conditions and granulation of riverbed materials were introduced to the model. Using sediment transport estimation relationships, river sediment transport capacity was calculated. The results showed that the Mir-Peter and Müller relationship with 26% error is closer to the observed sediment values ​​than the other relationships. Moreover, the study of erosion and sedimentation status of the river using Hjulstrom and Shields criteria showed that a part of the sections of this river is in erosion status and another part is being sedimenting. 

کلیدواژه‌ها [English]

  • Discharge sediment
  • Erosion
  • HEC-RAS model
  • Khondab
  • River Flow
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دوره 8، شماره 1
فروردین 1401
صفحه 161-176
  • تاریخ دریافت: 03 تیر 1400
  • تاریخ بازنگری: 03 شهریور 1400
  • تاریخ پذیرش: 05 شهریور 1400
  • تاریخ اولین انتشار: 05 شهریور 1400