On the Multiple Steady Flow States in Spindle Shaped Geometry of Bridge Foundations
سال انتشار: 1404
نوع سند: مقاله ژورنالی
زبان: انگلیسی
مشاهده: 141
فایل این مقاله در 15 صفحه با فرمت PDF قابل دریافت می باشد
- صدور گواهی نمایه سازی
- من نویسنده این مقاله هستم
استخراج به نرم افزارهای پژوهشی:
شناسه ملی سند علمی:
JR_JAFM-18-1_001
تاریخ نمایه سازی: 30 آبان 1403
چکیده مقاله:
Flow hysteresis in a channel with a supercritical flow in the vicinity of a spindle-shaped bridge foundation (SSBF) with a change in flow rate has been investigated in a laboratory for the first time. Two spindle-shaped bridge foundations with diameters of ۹ and ۶.۵ cm, which are placed at distances of ۱.۵ and ۱ meter from the gate, have been used. The critical depth ranges between ۰.۰۲۷ and ۰.۰۵۲۸ meters, and the used flow rates range from ۲۵۰ to ۶۰۰ liters/min. The flow regimes in the vicinity of the bridge foundations are classified based on the relative depths and Froude numbers created in sections B and C according based on the Froude number at the vena contracta. Sections B and C are near the bridge foundation and the flow passing through the center of the bridge foundation, respectively. The increase and subsequent decrease in velocity leads to different flow states. In some cases, two different behaviors can be seen from the flow with similar laboratory conditions. Hysteresis manifests in the range of Froude number ۲.۶۹۷~۵.۰. As the bridge foundations approach the valve, the hysteresis area becomes wider. Changes in the flow regime under the same conditions, called hysteresis, should be considered in designs. Also, with hysteresis, the relative residual energy and the downstream Froude number increased by ۵۷.۳۶% and ۷۲.۳۱%, respectively.
کلیدواژه ها:
نویسندگان
E. Aminvash
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. Sume
Faculty of Engineering and Architecture, Recep Tayyip Erdoğan University, Rize, Turkey
S. Sadeghfam
Department of Civil Engineering, Faculty of Engineering, University of Maragheh, Maragheh, Iran
J. Abraham
School of Engineering, University of St. Thomas, St. Paul, USA
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 :