Scouring profile at channel junction

Publish Year: 1383
نوع سند: مقاله کنفرانسی
زبان: English
View: 2,123

This Paper With 6 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:

HDRS_38

تاریخ نمایه سازی: 16 آذر 1384

Abstract:

The flow pattern at channel junctions is a complicated matter specially when loose boundary is included. There are many parameters which influence the scouring profile due to junction. Some of the important ones, which have been studied in this research, are: channels and junction geometry, discharge ratio, downstream Froude number, as well as, sediment size. The results from experimental tests at channel junction are presented. The experiments were carried out with 3 different ratios of branch to main channel width. The results show that maximum scouring depth happens further downstream of the junction (longitudinal and transverse) and not at the junction itself. This is more extreme for smaller grain size. Also, when branch channel has smaller width to main channel, the length of scour hole becomes larger while the depth does not change much. Another important result is the effect of connection geometry of the channels which, a chamfer or non-sharp edge reduces the scouring dramatically. Finally, the complete results are presented as graphs.

Authors

S.M. Borghei

Civil Engineering Department, Sharif University of Technology

A. Nazari

Civil Engineering Department, Sharif University of Technology

A.R. Daemi

Water Planning Bureau, Ministry of Energy

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 :
  • Yang, C.T. 1st ed. 1996. Sediment Transport; Theory and Practice. ...
  • Mason, P.J. & Arumugam, K. 1985. Free Jet Scour Below ...
  • Silvia, S.G. & Gerardo, M.E.P. 1999. Deep-Scour Holes at Tidal ...
  • Paphitis, D. 2001. Sediment Movement Underctional Flow: an Assessment of ...
  • Raudkivi, A.J. 1998. Loose Boundary Hydraulics. Rotterdam: Balkama. Breusers, H.N.C. ...
  • Nazari, A.G. 2003. Sediment Erosion and Deposition in Channel Junction ...
  • Borghei, S.M.. Behrangi, A. & Daemi, A.R. 2003. Open Channel ...
  • نمایش کامل مراجع