Full-scale validation of CFD simulations of buoyancy-driven ventilation in a three-story office building

被引:9
|
作者
Chen, Chen [1 ]
Gorle, Catherine [1 ]
机构
[1] Stanford Univ, Y2E2 Bldg,473 Via Ortega, Stanford, CA 94305 USA
关键词
Buoyancy-driven ventilation; Computational fluid-dynamics; Full-scale validation; Sensitivity analysis; NATURAL VENTILATION; DISPLACEMENT VENTILATION; THERMAL PERFORMANCE; AIR-FLOW; SENSITIVITY; TURBULENCE; MODELS;
D O I
10.1016/j.buildenv.2022.109240
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Computational fluid dynamics (CFD) is frequently used to support the design of naturally ventilated buildings; however, the model accuracy should be thoroughly assessed, ideally through validation with full-scale measurements. The present study aims to (1) validate transient CFD simulations with uncertainty quantification (UQ) for buoyancy-driven natural ventilation against full-scale experiments in an operational atrium building, and (2) quantify the sensitivity of the CFD results to the thermal boundary conditions. The UQ and sensitivity analysis consider uncertainties in the initial and boundary conditions for the temperatures. Considering the volume-averaged air temperature on each floor, the predictions and measurements agree well with discrepancies less than 0.3 ?. When considering the temperature averaged over smaller zones on each floor, two trends can be observed. First, in zones not adjacent to windows, the discrepancies between the CFD and measurements can be explained by uncertainty in the boundary conditions and the measurements. Second, in zones adjacent to windows, higher discrepancies are observed due to oscillations in the inflow jets just downstream of the windows, and due to geometrical simplifications in the CFD model. The sensitivity analysis demonstrates that the boundary conditions for the thermal mass surface temperature and the outdoor temperature have a dominant effect on the indoor air temperature predictions, with their relative importance varying as a function of proximity to the windows.
引用
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页数:11
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共 34 条
  • [1] Full-scale burn tests of wooden three-story apartment building
    Hayashi, Y
    Hasemi, Y
    Nakamura, K
    Hokugo, A
    Hagiwara, I
    Motegi, T
    Yamana, T
    Yoshida, M
    Goto, T
    Wakamatsu, T
    Sugawa, O
    Ohmiya, Y
    Akabane, N
    Abe, I
    Izumi, J
    Fukumoto, M
    Saito, H
    [J]. COST ACTION E5 WORKSHOP ON FIRE SAFETY OF MEDIUM-RISE TIMBER FRAME RESIDENTIAL BUILDINGS, 1998, 179 : 100 - 126
  • [2] Shaking Table Testing of a Full-Scale Prefabricated Three-Story Timber-Frame Building
    Tomasi, Roberto
    Sartori, Tiziano
    Casagrande, Daniele
    Piazza, Maurizio
    [J]. JOURNAL OF EARTHQUAKE ENGINEERING, 2015, 19 (03) : 505 - 534
  • [3] Validation of full-scale delivered power CFD simulations
    Orych, Michal
    Werner, Sofia
    Larsson, Lars
    [J]. OCEAN ENGINEERING, 2021, 238
  • [4] The test of a full-scale three-story RC structure with masonry infill walls
    Pujol, S.
    Fick, D.
    [J]. ENGINEERING STRUCTURES, 2010, 32 (10) : 3112 - 3121
  • [5] Reduced-scale building model and numerical investigations to buoyancy-driven natural ventilation
    Walker, Christine
    Tan, Gang
    Glicksman, Leon
    [J]. ENERGY AND BUILDINGS, 2011, 43 (09) : 2404 - 2413
  • [6] Experimental characterization of full-scale naturally ventilated atrium and validation of CFD simulations
    Ray, Stephen D.
    Gong, Nan-Wei
    Glicksman, Leon R.
    Paradiso, Joseph A.
    [J]. ENERGY AND BUILDINGS, 2014, 69 : 285 - 291
  • [7] CFD simulation of pumping ventilation with two asymmetrically arranged openings on the rear wall in a three-story isolated building
    Zhong, Huai-Yu
    Sun, Jie
    Lin, Chao
    Kikumoto, Hideki
    Dong, Wei
    Cai, Yang
    Zhao, Fu-Yun
    Wu, Song-Heng
    Qian, Fu-Ping
    [J]. BUILDING AND ENVIRONMENT, 2024, 256
  • [8] Buoyancy-driven displacement natural ventilation in a single-zone building with three-level openings
    Chen, ZD
    Li, YG
    [J]. BUILDING AND ENVIRONMENT, 2002, 37 (03) : 295 - 303
  • [9] Damage assessment by stiffness identification for a full-scale three-story steel moment resisting frame building subjected to a sequence of earthquake excitations
    Zhou, Cong
    Chase, J. Geoffrey
    Rodgers, Geoffrey W.
    Iihoshi, Chikara
    [J]. BULLETIN OF EARTHQUAKE ENGINEERING, 2017, 15 (12) : 5393 - 5412
  • [10] Damage assessment by stiffness identification for a full-scale three-story steel moment resisting frame building subjected to a sequence of earthquake excitations
    Cong Zhou
    J. Geoffrey Chase
    Geoffrey W. Rodgers
    Chikara Iihoshi
    [J]. Bulletin of Earthquake Engineering, 2017, 15 : 5393 - 5412