Investigating different models for estimation oflongitudinal velocity distribution in rectangular openchannels

سال انتشار: 1393
نوع سند: مقاله کنفرانسی
زبان: انگلیسی
مشاهده: 1,117

فایل این مقاله در 7 صفحه با فرمت PDF قابل دریافت می باشد

استخراج به نرم افزارهای پژوهشی:

لینک ثابت به این مقاله:

شناسه ملی سند علمی:

AEBSCONF01_031

تاریخ نمایه سازی: 6 آبان 1393

چکیده مقاله:

Determination of velocity distribution is one of the basic aspects in open channel flow studies. It directly relates to various flow properties like shear stress distribution, secondary flows, channel capacity measurement, and other flow entities. The knowledge of velocity distribution helps to know the velocity magnitude at each point across the flow cross-section. It has been found that velocity distribution in various types of channels varies with the shape, type and patterns of channels. Thus, it is essential to study various methods used for estimation of velocity distribution in various natural and artificial open channels. In the present work, several models developed for velocity distribution in open channels are discussed (namely Dip Modified Log law, full Dip Modified Log Wake law, and total Dip Modified Log Wake law). All these models are based on different relations available for eddy viscosity. Available data measured in a rectangular lab channel was used to examine the accuracy of the models in estimating the longitudinal velocity profile in narrow channels. The results show that all models are able to describe the velocity-dip phenomenon and velocity negative gradient near the free surface; however DML-law provides a better description of the velocity profile curve in narrow channels and the dip phenomena and agrees the best with the experimental results and is able to predict the position of dip phenomenon more accurate than others. Also it the value of errors calculated is the least for DML-law.

نویسندگان

Negin Binesh

Department of Civil Engineering, Razi University, Kermanshah, Iran

Hossein Bonakdari

Associate Professor, Department of Civil Engineering, Razi University, Kermanshah, Iran

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 :
  • Absi, R. (2008). Comments _ , Turbulent velocity profile in ...
  • Absi, R., An Ordinary Differential Equation for Velocity Distribution and ...
  • Bonakdari, H., 2006. Modelisation des ecoulements en collecteur d'assai nissement ...
  • Chiu, C. L, and Hsu, S. M. (2006), "Probabilistic approach ...
  • Coles, D., 1956. The law of the wake _ the ...
  • Cui, H.; V. P. Singh, 2013. Two-dim ensional velocity distribution ...
  • Guo, J., Julien, P. Y. and Meroney, R, N. (2005). ...
  • Kundu, A. and K. Ghoshal, 2012. An Analytical Model for ...
  • Lassabatere, L, J. Pu, H. Bonakdari, C. Joannis and F. ...
  • Moazzamnia, M., and Bonakdari, H., (2011), "Using entropy theory in ...
  • Hydraulic .ل Nezu, I. and W. Rodi, 1986. Open-channel flow ...
  • Sarma, K. V. N., P. Lakshm inarayana and N. S. ...
  • Tominaga, A., I. Nezu, K. Ezaki and H. Nakagawa, 1989. ...
  • نمایش کامل مراجع