Analysis of Fire-Induced Circulations during the FireFlux2 Experiment

被引:4
|
作者
Benik, Jeremy T. [1 ]
Farguell, Angel [1 ]
Mirocha, Jeffrey D. [2 ]
Clements, Craig B. [1 ]
Kochanski, Adam K. [1 ]
机构
[1] San Jose State Univ, Wildfire Interdisciplinary Res Ctr, Dept Meteorol & Climate Sci, San Jose, CA 95192 USA
[2] Lawrence Livermore Natl Lab, Livermore, CA 94550 USA
来源
FIRE-SWITZERLAND | 2023年 / 6卷 / 09期
基金
美国国家科学基金会;
关键词
fire-induced circulations; WRF-SFIRE; FireFlux2; experimental fires; fire modeling; fire wind; ATMOSPHERE INTERACTIONS; MODEL; SIMULATION;
D O I
10.3390/fire6090332
中图分类号
Q14 [生态学(生物生态学)];
学科分类号
071012 ; 0713 ;
摘要
Despite recent advances in both coupled fire modeling and measurement techniques to sample the fire environment, the fire-atmosphere coupling mechanisms that lead to fast propagating wildfires remain poorly understood. This knowledge gap adversely affects fire management when wildland fires propagate unexpectedly rapidly and shift direction due to the fire impacts on local wind conditions. In this work, we utilized observational data from the FireFlux2 prescribed burn and numerical simulations performed with a coupled fire-atmosphere model WRF-SFIRE to assess the small-scale impacts of fire on local micrometeorology under moderate wind conditions (10-12 m/s). The FireFlux2 prescribed burn provided a comprehensive observational dataset with in situ meteorological observations as well as IR measurements of fire progression. To directly quantify the effects of fire-atmosphere interactions, two WRF-SFIRE simulations were executed. One simulation was run in a two-way coupled mode in which the heat and moisture fluxes emitted from the fire were injected into the atmosphere, and the other simulation was performed in a one-way coupled mode for which the atmosphere was not affected by the fire. The difference between these two simulations was used to analyze and quantify the fire impacts on the atmospheric circulation at different sections of the fire front. The fire-released heat fluxes resulted in vertical velocities as high as 10.8 m/s at the highest measurement level (20 m above ground level) gradually diminishing with height and dropping to 7.9 m/s at 5.77 m. The fire-induced horizontal winds indicated the strongest fire-induced flow at the lowest measurement levels (as high as 3.3 m/s) gradually decreasing to less than 1 m/s at 20 m above ground level. The analysis of the simulated flow indicates significant differences between the fire-induced circulation at the fire head and on the flanks. The fire-induced circulation was much stronger near the fire head than at the flanks, where the fire did not produce particularly strong cross-fire flow and did not significantly change the lateral fire progression. However, at the head of the fire the fire-induced winds blowing across the front were the strongest and significantly accelerated fire progression. The two-way coupled simulation including the fire-induced winds produced 36.2% faster fire propagation than the one-way coupled run, and more realistically represented the fire progression.
引用
收藏
页数:19
相关论文
共 50 条
  • [21] Experimental Analysis of the Fire-Induced Effects on the Physical, Mechanical, and Hydraulic Properties of Sloping Pyroclastic Soils
    Peduto, Dario
    Iervolino, Luca
    Foresta, Vito
    GEOSCIENCES, 2022, 12 (05)
  • [22] Atmospheric dynamics and fire-induced phenomena: Insights from a comprehensive analysis of the Serta wildfire event
    Menezes, I. C.
    Lopes, D.
    Fernandes, A. P.
    Borrego, C.
    Viegas, D. X.
    Miranda, A. I.
    ATMOSPHERIC RESEARCH, 2024, 310
  • [23] Observational Analysis of Fire-Induced Spalling of Concrete through Ensemble Machine Learning and Surrogate Modeling
    Naser, M. Z.
    JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2021, 33 (01)
  • [24] Damage simulation and strengthening of main girder after the fire-induced fracture of stay cables during construction
    Dai, Lizhao
    Liu, Yaofeng
    Liu, Guokun
    Yan, Donghuang
    Yuan, Ming
    Wang, Lei
    STRUCTURES, 2022, 45 : 448 - 458
  • [25] Global warming is shifting the relationships between fire weather and realized fire-induced CO2 emissions in Europe
    Carnicer, Jofre
    Alegria, Andres
    Giannakopoulos, Christos
    Di Giuseppe, Francesca
    Karali, Anna
    Koutsias, Nikos
    Lionello, Piero
    Parrington, Mark
    Vitolo, Claudia
    SCIENTIFIC REPORTS, 2022, 12 (01)
  • [26] Factors influencing pore pressure measurements in concrete during heating and its influence on fire-induced spalling
    Gil, Augusto
    Banerji, Srishti
    Kodur, Venkatesh
    CEMENT & CONCRETE COMPOSITES, 2023, 142
  • [27] Application of event sequence diagram to evaluate emergency response actions during fire-induced domino effects
    Zhou, Jianfeng
    Reniers, Genserik
    Khakzad, Nima
    RELIABILITY ENGINEERING & SYSTEM SAFETY, 2016, 150 : 202 - 209
  • [28] An Experiment on a Real Building with Truss Roof to Validate Real-Time Early-Warning System for Fire-Induced Collapse
    Li, Guo-Qiang
    Li, Jinyu
    Zhu, Shaojun
    Zhang, Chao
    Chen, Bin
    Ji, Wei
    Wang, Yao
    Chen, Nan
    Qi, Honghui
    Yang, Xiaolin
    Jiang, Liming
    Nie, Yongfeng
    Luo, Qi
    FIRE TECHNOLOGY, 2024,
  • [29] New beam-based models for fire-induced buckling analysis of class 4 steel columns
    Pallares-Munoz, Myriam R.
    Paya-Zaforteza, Ignacio
    Hospitaler-Perez, Antonio
    HELIYON, 2024, 10 (05)
  • [30] A test on fire-induced damage of concrete with multiple parameters analysis-Based on tunnel linings of China
    Yang, Hongyun
    Wang, Zihan
    Chen, Xiang
    Lin, Zhi
    Li, Qiang
    STRUCTURES, 2024, 70