Experimental Investigation of Baffle Configurations for Enhancing Hydraulic Performance in Fishways

سال انتشار: 1405
نوع سند: مقاله ژورنالی
زبان: انگلیسی
مشاهده: 2

فایل این مقاله در 12 صفحه با فرمت PDF قابل دریافت می باشد

استخراج به نرم افزارهای پژوهشی:

لینک ثابت به این مقاله:

شناسه ملی سند علمی:

JR_JAFM-19-5_005

تاریخ نمایه سازی: 1 تیر 1405

چکیده مقاله:

Fishways are essential hydraulic structures that enable fish to overcome natural and artificial barriers, ensuring ecological connectivity in river systems. This study experimentally investigates the influence of baffle geometry and configuration on the hydraulic performance and biological suitability of pool-type fishways. Three laboratory models A۱۰, A۷, and A۵ were constructed with varying baffle heights of ۱۰, ۷, and ۵ cm, respectively, and tested under discharges ranging from ۲۰۰ to ۷۵۰ L·min⁻¹. Key hydraulic parameters, including flow depth, energy dissipation, and velocity distribution, were systematically measured and analyzed. Results revealed that Model A۷ exhibited the highest mean energy dissipation (۰.۸۱) and strong vortex formation favorable for fish resting, while Model A۱۰ maintained optimal flow uniformity and sufficient depth (average ۰.۳۶۳ m) across a wide discharge range. In contrast, Model A۵ produced excessive turbulence and inadequate flow depth, reducing its ecological suitability. Overall, Model A۱۰ demonstrated the most balanced performance between hydraulic efficiency and biological safety. These findings provide practical insights for optimizing fishway design, suggesting that moderate baffle heights and controlled slopes can effectively enhance fish passage efficiency and minimize physiological stress on aquatic species.

کلیدواژه ها:

Fishway ، Energy dissipation ، Overflow pool ، Inclined drop structure ، Variations in baffle dimensions

نویسندگان

E. Yılmaz

Department of Civil Engineering, Faculty of Engineering and Architechture, Recep Tayyip Erdoğan University, Rize, Turkey

J. Sayani

Department of Civil Engineering, Faculty of Engineering, University of Maragheh, Maragheh, Iran

R. Daneshfaraz

Department of Civil Engineering, Faculty of Engineering, University of Maragheh, Maragheh, Iran

V. Süme

Department of Civil Engineering, Faculty of Engineering and Architechture, Recep Tayyip Erdoğan University, Rize, Turkey

P. Ebadzadeh

Department of Civil Engineering, Faculty of Engineering, University of Maragheh, Maragheh, Iran

H. O. Marangoz

Department of Civil Engineering, Faculty of Engineering and Architechture, Recep Tayyip Erdoğan University, Rize, Turkey

مراجع و منابع این مقاله:

لیست زیر مراجع و منابع استفاده شده در این مقاله را نمایش می دهد. این مراجع به صورت کاملا ماشینی و بر اساس هوش مصنوعی استخراج شده اند و لذا ممکن است دارای اشکالاتی باشند که به مرور زمان دقت استخراج این محتوا افزایش می یابد. مراجعی که مقالات مربوط به آنها در سیویلیکا نمایه شده و پیدا شده اند، به خود مقاله لینک شده اند :
  • Abdelaziz, S., Bui, M. D., Atsushi, N., & Rutschmann, P. ...
  • Alexandre, C. M., Quintella, B. R., Silva, A. T., Mateus, ...
  • Daneshfaraz, R., Ghaderi, A., Shahini, H., & Azali, A. (۲۰۲۵b). ...
  • Fuentes-Pérez, J. F., Quaresma, A. L., Pinheiro, A., & Sanz-Ronda, ...
  • Katopodis, C. (۱۹۹۲). Introduction to fishway design. Winnipeg, MB: Freshwater ...
  • Katopodis, C., & Williams, J. G. (۲۰۱۲). The development of ...
  • Mirkhorli, P., Ghaderi, A., Alizadeh Sanami, F. et al. (۲۰۲۴). ...
  • نمایش کامل مراجع