Evaluation of wind pressure coefficients of single-span greenhouses built on reclaimed coastal land using a large-sized wind tunnel.

The government of Korea has announced a plan to develop large-scale greenhouse complexes on reclaimed coastal land. Wind characteristics over coastal regions are different from those of inland because of topographical and meteorological characteristics. A greenhouse facility is classified as a light-weight structure that is vulnerable to heavy wind loads. Reference to the newly modified greenhouse design standards, particularly for the reclaimed lands, has been required to ensure structural safety in strong winds. To evaluate the structural safety of greenhouses according to the wind characteristics for coastal reclaimed lands, the wind environments of these regions were simulated in a large scale Eiffel type wind tunnel. Variations in the windward terrain roughness were computed using the wind and turbulence intensity profiles based on ESDU (Engineering Sciences Data Unit, E01008) code. The wind pressure coefficients of four typical single-span greenhouses used in Korea, (Even-span, Three-quarter, Peach and Mono-span) were measured in the wind tunnel according to wind direction, roof slope and the radius of curvature of the roof. The wind pressure coefficients of the 4 types of greenhouses were proposed in terms of their structural design and cladding. The proposed wind pressure coefficients values will be valuable for greenhouse designers and manufacturers.

[1]  In-Bok Lee,et al.  A Wind Tunnel Study of Natural Ventilation for Multi-Span Greenhouse Scale Models Using Two-Dimensional Particle Image Velocimetry (PIV) , 2003 .

[2]  Girma Bitsuamlak,et al.  Wind-driven natural ventilation in a low-rise building: A Boundary Layer Wind Tunnel study , 2013 .

[3]  Yukio Tamura,et al.  Modeling the mean wind loads on cylindrical roofs with consideration of the Reynolds number effect in uniform flow with low turbulence , 2014 .

[4]  John S. Irwin,et al.  A theoretical variation of the wind profile power-law exponent as a function of surface roughness and stability , 1979 .

[5]  J. A. Munroe,et al.  A wind tunnel study of wind direction effects on airflow patterns in naturally ventilated swine buildings , 1994 .

[7]  Kai Wang Modeling terrain effects and application to the wind loading of low buildings , 2005 .

[8]  Bart Merci,et al.  Airflow measurements in and around scale-model cattle barns in a wind tunnel: Effect of wind incidence angle , 2013 .

[9]  T. Takakura,et al.  Wind tunnel testing on airflow and temperature distribution of a naturally ventilated greenhouse. , 1984 .

[10]  R. P. Hoxey,et al.  Measurements of wind loads on full-scale film plastic clad greenhouses , 1984 .

[11]  ShademanM.,et al.  Numerical simulation of wind loading on ground-mounted solar panels at different flow configurations , 2014 .

[12]  Ahsan Kareem,et al.  Turbulence Spectra for Boundary-Layer Winds in Tropical Cyclones: A Conceptual Framework and Field Measurements at Coastlines , 2015, Boundary-Layer Meteorology.

[13]  Sadanori Sase,et al.  Ventilation of Greenhouses , 1980 .

[14]  R. P. Hoxey,et al.  Measurements of wind loads on full-scale glasshouses , 1980 .

[15]  Janet F. Barlow,et al.  Observations of wind speed profiles over Greater London, UK, using a Doppler lidar , 2013 .

[16]  P. Jackson On the displacement height in the logarithmic velocity profile , 1981, Journal of Fluid Mechanics.

[17]  L. Perret,et al.  Field and wind tunnel modeling of an idealized street canyon flow , 2015 .

[18]  G. M. Richardson Full-Scale Wind Load Measurements on a Single-span Film Plastic-Clad Livestock Building , 1993 .

[19]  Sadanori Sase,et al.  DEVELOPMENT OF VERTICAL WIND AND TURBULENCE PROFILES OF WIND TUNNEL BOUNDARY LAYERS , 2004 .