Analysis of velocity fields and dispersive cavity parameters as a function of building width to building height ratio using a 3-D computer model for squat buildings

Author:

Flowe Anita Coulter,Kumar Ashok

Publisher

Elsevier BV

Subject

Mechanical Engineering,Renewable Energy, Sustainability and the Environment,Civil and Structural Engineering

Reference14 articles.

1. R.P. Hosker, in: D. Randerson (Ed.), Flow and Diffusion Near Obstacles, Atmospheric Science and Power Production, DOE/TIC-27601, US Department of Energy, Washington, DC, 1984.

2. A review and comparative evaluation of multilevel boundary layer parameterizations for first-order and turbulent kinetic energy closure schemes;Holt;Rev. Geophys.,1988

3. The numerical solution of the Mellor–Yamada level 2.5 turbulent kinetic energy equation in the Eta model;Gerrity;Mon. Weather Rev.,1994

4. A.C. Flowe, Development of improved Gaussian dispersion models for cases of downwash past wide buildings using three-dimensional fluid modeling, Ph.D. Dissertation, University of Toledo, Toledo, OH, USA, 1997.

5. L. Schulman, D.G. Strimaitis, J.S. Scire, Addendum to ISC3 User's Guide – The PRIME Plume Rise and Building Downwash Model, Submitted by Electric Power Research Institute, Earth Tech, Inc., Concord, MA, USA, 1997.

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