Wind-Tunnel Reproduction of Nonuniform Terrains Using Local Roughness Zones

被引:9
作者
Alinejad, Nasrollah [1 ]
Jung, Sungmoon [1 ]
Kakareko, Grzegorz [1 ]
Fernandez-Caban, Pedro L. [1 ]
机构
[1] Florida A&M Univ Florida State Univ Coll Engn, Dept Civil & Environm Engn, Tallahassee, FL 32310 USA
基金
美国国家科学基金会;
关键词
Nonuniform terrain; Roughness length; Wind characteristics; Wind-tunnel; LOW BUILDINGS; PART; LENGTH; PRESSURE; MODEL; SIMULATION;
D O I
10.1007/s10546-023-00822-0
中图分类号
P4 [大气科学(气象学)];
学科分类号
0706 ; 070601 ;
摘要
Wind-tunnel modeling of Atmospheric Boundary Layer flows has primarily consisted of simplified (purely uniform) upwind terrain conditions. This approach is easier to carry out but may not replicate the true wind characteristics of the site. This paper proposes a method to simulate nonuniform terrains in a wind-tunnel and investigates the wind characteristics produced by the method. The proposed method employs the local roughness zones where the given terrain is divided into sub-areas with an approximately uniform roughness length. Next, each sub-area is represented in the wind-tunnel with uniform roughness elements. However, the overall upwind fetch will be composed of roughness elements of various heights. To study the wind characteristics produced by the method, nine different real-world sites were simulated in the Boundary Layer Wind Tunnel at the University of Florida Natural Hazard Engineering Infrastructure Experimental Facility, using a self-configurable (automated) roughness element grid. Compared with the conventional equivalent uniform representation, similarities and differences in the longitudinal mean velocity, turbulence intensity, wind spectrum, and integral length scale profiles are reported and discussed. In particular, a significant difference was observed for the higher-order moments of the longitudinal velocity component, which indicates the need for further studies in wind loads under nonuniform terrains.
引用
收藏
页码:463 / 484
页数:22
相关论文
共 46 条
[1]   ON THE EFFECTIVE ROUGHNESS LENGTH FOR USE IN NUMERICAL 3-DIMENSIONAL MODELS [J].
ANDRE, JC ;
BLONDIN, C .
BOUNDARY-LAYER METEOROLOGY, 1986, 35 (03) :231-245
[2]  
[Anonymous], 2017, Minimum design loads for buildings and other structures: code of practice, DOI 10.1061/9780784414248
[3]   Peak factor estimation in hurricane surface winds [J].
Balderrama, J. A. ;
Masters, F. J. ;
Gurley, K. R. .
JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2012, 102 :1-13
[4]   The Florida Coastal Monitoring Program (FCMP): A review [J].
Balderrama, J. A. ;
Masters, F. J. ;
Gurley, K. R. ;
Prevatt, D. O. ;
Aponte-Bermudez, L. D. ;
Reinhold, T. A. ;
Pinelli, J. -P. ;
Subramanian, C. S. ;
Schiff, S. D. ;
Chowdhury, A. G. .
JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2011, 99 (09) :979-995
[5]   Automated terrain generation for precise atmospheric boundary layer simulation in the wind tunnel [J].
Catarelli, R. A. ;
Fernandez-Caban, P. L. ;
Masters, F. J. ;
Bridge, J. A. ;
Gurley, K. R. ;
Matyas, C. J. .
JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2020, 207
[6]   DETERMINATION OF MODEL SCALE FACTOR IN WIND-TUNNEL SIMULATIONS OF ADIABATIC ATMOSPHERIC BOUNDARY-LAYER [J].
COOK, NJ .
JOURNAL OF INDUSTRIAL AERODYNAMICS, 1978, 2 (04) :311-321
[7]   ADIABATIC ATMOSPHERIC BOUNDARY-LAYERS - REVIEW AND ANALYSIS OF DATA FROM PERIOD 1880-1972 [J].
COUNIHAN, J .
ATMOSPHERIC ENVIRONMENT, 1975, 9 (10) :871-905
[9]  
Davenport A.G., 1960, Wind loads on structures