تأثیر فرم بستر در افزایش عمق جریان

نوع مقاله : مقاله پژوهشی

نویسندگان

گروه مهندسی آب، دانشکده کشاورزی، دانشگاه تبریز، تبریز، ایران

چکیده

با انتقال رسوبات بستر در مجاری آبرفتی، اشکال منظم و متناوب مثلثی شکل در بستر رودخانه ایجاد می ‏شود که فرم بستر نامیده می‏ شوند. متناسب با مشخصات و رژیم جریان، ابعاد هندسی فرم بستر تغییر یافته و اثر متقابل آن در تغییر زبری بستر و افزایش عمق جریان (به ویژه برای فرم‏های شکنج و تلماسه) قابل ملاحظه ‏است. از طرفی پیش‏بینی عمق جریان براساس زبری بستر در مدل‌‌سازی و طراحی سازه ‏های هیدرولیکی حائز اهمیت می‏ باشد. به این ترتیب پیش ‏بینی مقاومت جریان و عمق متناظر با آن در مجاری با بستر متحرک به دلیل عدم قطعیت مربوط به تشکیل و تغییر فرم ‏های بستر از چالش‏ های طراحی و مدل‏سازی در این مجاری می‏ باشد. به همین منظور ارائه رابطه‏ ای دقیق، ساده و کاربردی برای تخمین حداکثر تراز جریان در حضور فرم بستر بسیار مهم و ضروری خواهد بود. بنابراین در این پژوهش با استفاده از 4 منبع تحقیقاتی و 292 مورد آزمایش ثبت شده، رابطه‏ خط ساده و کاربردی برای پیش ‏بینی تراز جریان در شرایط رژیم جریان پایین ارائه شده است. براساس رابطه مذکور همچنین ضریب 1/25 به عنوان ضریب ویژه دانشگاه تبریز نیز ارائه گردیده است که محاسبات مربوط به تخمین عمق جریان در حضور فرم بستر تلماسه و شکنج را بسیار ساده نموده و دارای دقت کافی برای محاسبات می باشد. ارزیابی دقت رابطه پیشنهادی برای ضریب زبری مانینگ در فلوم آزمایشگاهی مناسب ارزیابی گردید.

کلیدواژه‌ها

موضوعات


عنوان مقاله [English]

The Effect of Bedform on Increasing The Flow Depth

نویسندگان [English]

  • Mehdi Hasanzadeh
  • Farzin Salmasi
  • Ali Hoseinzadeh Dalir
  • Hadi Arvanagi
Water Engineering Department, Agriculture Faculty, University of Tabriz, Tabriz-Iran
چکیده [English]

Through sediment transport in alluvial channels, regular and alternating triangular-shaped patterns known as bedforms develop on the riverbed. Depending on the flow characteristics and regime, the geometric dimensions of these bedforms evolve, significantly influencing bed roughness and, consequently, increasing flow depth—particularly under ripple and dune conditions. Predicting flow depth based on bed roughness is therefore a critical aspect of hydraulic modeling and the design of hydraulic structures. In movable-bed channels, estimating flow resistance and its corresponding depth poses a major challenge due to the inherent uncertainty associated with the formation and transformation of bedforms. As such, developing a reliable, straightforward, and practical relationship to estimate the maximum flow stage in the presence of bedforms is both important and necessary. This study presents a simple and practical linear relationship for predicting flow stage under lower flow regime conditions, based on 292 recorded experimental cases from four reputable research sources. From this relationship, a coefficient of 1.25—referred to as the Tabriz University coefficient—is introduced, which significantly simplifies calculations of flow depth in the presence of ripple and dune bedforms without requiring detailed geometric information of the bedforms. The accuracy of this coefficient in estimating flow depth was found to be acceptable. Furthermore, a corresponding relationship for estimating the Manning roughness coefficient based on the flat-bed Manning coefficient was derived using this special coefficient. The performance of the proposed relationship for Manning’s coefficient was validated under controlled laboratory conditions in rectangular flumes. however, its application to natural channels remains outside the scope of this study and is suggested for future research.

کلیدواژه‌ها [English]

  • Dune Bed Form
  • Ripple
  • Flow Resistance
  • Manning Coefficient
  • Tabriz University Coefficient
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