Experimental Study of Hydraulic Flow of Circular Piano-Key Inlet in Shaft Spillways

Publish Year: 1398
نوع سند: مقاله ژورنالی
زبان: English
View: 48

This Paper With 7 Page And PDF Format Ready To Download

  • Certificate
  • من نویسنده این مقاله هستم

استخراج به نرم افزارهای پژوهشی:

لینک ثابت به این Paper:

شناسه ملی سند علمی:

JR_CIVLJ-7-3_007

تاریخ نمایه سازی: 23 شهریور 1403

Abstract:

One of the most important conflicts that shaft spillways have to deal with is vortex formation. This phenomenon leads to some unfavorable effects such as vibration in the body of structures, air entrainment and reduced overflow capacity of the spillway. Among all solutions for disrupted vortex formation, an innovative one called circular piano-key spillway, based upon piano key weir principles has not been noticed as well as other solutions. Hence, in this study, experiments were conducted on circular piano-key spillway models. Results showed that in a constant head, the greater amounts of discharge have been measured for circular piano key inlet with an angle of ۹۰ degrees. Comparison between discharge coefficients of three circular piano key inlet models showed that for a constant amount of H/D (Head/Diameter), circular piano key inlet with an angle of ۹۰, ۶۰ and ۴۵ degrees have the greater amount of discharge coefficients, respectively. Experiment results indicated that circular piano-key spillway (with an angle of ۹۰ degrees) increases overflow discharge capacity about ۱۵.۱۶% compared with shaft spillway. Among circular piano key inlets, the model with an angle of ۹۰ degrees has the best hydraulic performance.

Authors

Zahra Kashkaki

Water Engineering Department, Faculty of Agriculture, Bu-Ali Sina University, Hamadan, Iran

Hossein Banejad

Water Engineering Department, Faculty of Agriculture, Ferdowsi University, Mashhad, Iran

Majid Heydari

Water Engineering Department, Faculty of Agriculture, Bu-Ali Sina University, Hamadan, Iran

Ehsan Olyaie

Young Researchers and Elite Club, Hamedan Branch, Islamic Azad University, Hamedan, Iran

مراجع و منابع این Paper:

لیست زیر مراجع و منابع استفاده شده در این Paper 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 Paper لینک شده اند :
  • Khatsuria, R. M. (۲۰۰۵). Hydraulics of Spillways and Energy Dissipators. ...
  • Ricketts, J. T., Loftin, M. K., & Merritt, F. S. ...
  • Novak, P., & Cabelka, J. (۱۹۸۱). Models in hydraulic engineering: ...
  • Kabiri-samani, A. R., & Borghei, S. M. (۲۰۱۳). Effects of ...
  • Ouamane, A., Lemperiere, F. (۲۰۱۳). “PK Weir – design of ...
  • Lempérière, F., & Ouamane, A. (۲۰۰۳). The Piano Keys weir: ...
  • Barcouda, M., Cazaillet, O., Cochet, P., Jones, B. A., Lacroix, ...
  • Cicero, G. M., Barcouda, M., & Luck, M. (۲۰۱۱). Study ...
  • Ancell, W. (۲۰۱۳). Black Esk Reservoir Dam Raising. UK Water ...
  • Ackers, J. C., Bennett, F. C. J., Scott, T. A., ...
  • Shemshi, R., & Kabiri-Samani, A. (۲۰۱۶). Swirling flow at vertical ...
  • نمایش کامل مراجع