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摘要: 建立了公路隧道互补式通风计算模型, 编制了模型计算程序, 研究了大别山特长公路隧道互补式通风运营模式, 提出全射流纵向通风模式、单U型通风模式与双U型通风模式, 分析了3种通风模式转换的控制条件与2条互补式换气横通道的功能。现场测试了运营状态下大别山隧道内污染物浓度, 对比了计算结果与测试结果。分析结果表明: 大别山隧道互补式通风运营模式灵活、实用, 当上坡隧道交通量不超过11 500 pcu·d-1时, 可采用全射流纵向通风模式; 当上坡隧道交通量为11 500~4 100 pcu·d-1时, 可采用单U型通风模式; 当上坡隧道交通量为14 100~8 255 pcu·d-1时, 可采用双U型通风模式。离上坡隧道入口较近的换气横通道的主要作用是减小上坡隧道内的通风量, 降低通风速度, 离上坡隧道入口较远的换气横通道的主要作用是降低上坡隧道内的污染物浓度。采用双U型通风模式降低了离上坡隧道入口较近横通道的换气量, 减小了通风系统能耗与运营费用。模型计算结果与实测结果相对误差绝对值小于10%, 因此, 通风计算模型精度较高, 可应用于互补式通风计算。Abstract: A ventilation calculation model of complementary ventilation system for highway tunnel was established, its calculation program was designed, and the operation modes of complementary ventilation system for Dabieshan Extralong Highway Tunnel were studied.Fulljet longitudinal ventilation mode, single U-type ventilation mode and double U-type ventilation mode were put forward, and their conversional control conditions were analyzed.The functions of two cross ventilation passages in the tunnel were studied.The pollutant concentrations in the operational state of the tunnel were tested and compared with the result calculated by the model.Analysis result shows that the operation modes of complementary ventilation system for Dabieshan Extralong Highway Tunnel are flexible and practical.When the traffic volume of uphill tunnel is less than 11 500 pcu·d-1, full-jet longitudinal ventilation mode is used only.When the traffic volume is within 11 500-14 100 pcu·d-1, single U-type ventilation mode is used only.When the traffic volume is within 14 100-18 255 pcu·d-1, double U-type ventilation mode is used.The main function of cross ventilation passage near to the entrance of uphill tunnel is to reduce the ventilation volume and speed of uphill tunnel, while the main function of cross ventilation passage away from the entrance of uphill tunnel is to reduce the pollutant concentration of uphill tunnel.When double U-type ventilation mode is used, the ventilation volume of cross passage near the entrance of uphill tunnel reduces, which results in that the energy consumption and operating cost of ventilation system decrease.The absolute values of relative errors between the calculation result and the test result are less than 10%, so the proposed model has high precision and can be applied to the calculation of complementary ventilation.
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表 9 B点处污染物浓度达到最大时左线隧道交通量
Table 9. Traffic volumes of left tunnel when pollutant concentration reaches the maximum at point B
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表 10 A点处污染物浓度达到最大时左线隧道交通量
Table 10. Traffic volumes of left tunnel when pollutant concentration reaches the maximum at point A
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表 11 不同交通量下左右线需风量
Table 11. Air requirements of left and right tunnels with different traffic volumes
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表 12 不同交通量时换气量与污染物浓度指标
Table 12. Inter-exchanging air volumes and pollutant concentration indexes with different traffic volumes
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表 13 交通量为28 327 pcu·d-1时换气量与污染物浓度指标
Table 13. Inter-exchanging air volumes and pollutant concentration indexes when traffic volume is 28 327 pcu·d-1
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表 14 交通量为32 213 pcu·d-1时的换气量与污染物浓度指标
Table 14. Inter-exchanging air volumes and pollutant concentration indexes when traffic volume is 32 213 pcu·d-1
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[1] JALALI S E, FOROUHANDEH S F. Reliability estimation of auxiliary ventilation systems in long tunnels during construction[J]. Safety Science, 2011, 49 (5): 664-669. doi: 10.1016/j.ssci.2010.12.015 [2] KWA G S. The design of tunnel ventilation system for a long vehicular tunnel[J]. Tunnelling and Underground Space Technology, 2004, 19 (4/5): 312. https://trid.trb.org/view/768375 [3] WANG Feng, WANG Ming-nian, HE S, et al. Computational study of effects of traffic force on the ventilation in highway curved tunnels[J]. Tunnelling and Underground Space Technology, 2011, 26 (3): 481-489. doi: 10.1016/j.tust.2011.01.003 [4] WANG Feng, WANG Ming-nian, WANG Qing-yuan. Numerical study of effects of deflected angles of jet fans on the normal ventilation in a curved tunnel[J]. Tunnelling and Underground Space Technology, 2012, 31 (1): 80-85. https://www.sciencedirect.com/science/article/pii/S0886779812000788 [5] CHOW W K, WONG K Y, CHUNG W Y. Longitudinal ventilation for smoke control in a tilted tunnel by scale modeling[J]. Tunnelling and Underground Space Technology, 2010, 25 (2): 122-128. doi: 10.1016/j.tust.2009.10.001 [6] YANG Hui, JIA Li, YANG Li-xin. Numerical analysis of tunnel thermal plume control using longitudinal ventilation[J]. Fire Safety Journal, 2009, 44 (8): 1067-1077. doi: 10.1016/j.firesaf.2009.07.006 [7] COLELLA F, REIN G, CARVEL R, et al. Analysis of the ventilation systems in the Dartford Tunnels using a multiscale modelling approach[J]. Tunnelling and Underground Space Technology, 2010, 25 (4): 423-432. doi: 10.1016/j.tust.2010.02.007 [8] COLELLA F, REIN G, BORCHIELLINI R, et al. Calculation and design of tunnel ventilation systems using a two-scale modelling approach[J]. Building and Environment, 2009, 44 (12): 2357-2367. doi: 10.1016/j.buildenv.2009.03.020 [9] 夏永旭, 赵峰. 特长公路隧道纵向-半横向混合通风方式研究[J]. 中国公路学报, 2005, 18 (3): 80-83. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL200503017.htmXIA Yong-xu, ZHAO Feng. Research on the combined longitudinal and semi-transverse ventilation system in lengthy highway tunnels[J]. China Journal of Highway and Transport, 2005, 18 (3): 80-83. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL200503017.htm [10] 夏永旭, 张进县, 王永东, 等. 雁门关公路隧道通风方案[J]. 长安大学学报: 自然科学版, 2003, 23 (4): 46-50. https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL200304012.htmXIA Yong-xu, ZHANG Jin-xian, WANG Yong-dong, et al. Ventilation scheme of Yanmenguan Highway Tunnel[J]. Journal of Chang'an University: Natural Science Edition, 2003, 23 (4): 46-50. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL200304012.htm [11] 王明年, 杨其新, 曾艳华, 等. 秦岭终南山特长公路隧道网络通风研究[J]. 公路交通科技, 2002, 19 (4): 65-68. https://www.cnki.com.cn/Article/CJFDTOTAL-GLJK200204018.htmWANG Ming-nian, YANG Qi-xin, ZENG Yan-hua, et al. Study on Qinling Zhongnanshan Extra-long Highway Tunnel network ventilation system[J]. Journal of Highway and Transportation Research and Development, 2002, 19 (4): 65-68. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-GLJK200204018.htm [12] 吕康成, 伍毅敏. 公路隧道通风设计若干问题探讨[J]. 公路, 2006 (5): 223-227. https://www.cnki.com.cn/Article/CJFDTOTAL-GLGL200605053.htmLU Kang-cheng, WU Yi-min. Discussion of several problems in ventilation design for highway tunnel[J]. Highway, 2006 (5): 223-227. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-GLGL200605053.htm [13] 仇玉良. 公路隧道复杂通风网络分析技术研究[D]. 西安: 长安大学, 2005.QIU Yu-liang. The complicated ventilation network technology research of highway tunnel[D]. Xi'an: Chang'an University, 2005. (in Chinese). [14] 韩直. 公路隧道通风设计的理念与方法[J]. 地下空间与工程学报, 2005, 1 (3): 464-466. https://www.cnki.com.cn/Article/CJFDTOTAL-BASE200503032.htmHAN Zhi. Concept and method of ventilation design for highway tunnel[J]. Chinese Journal of Underground Space and Engineering, 2005, 1 (3): 464-466. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-BASE200503032.htm [15] BERNER M A, DAY J R. A new concept for ventilation long twin-tube tunnels[C]∥HAERTER A. Proceedings of the 7 th International Symposium on the Aerodynamics and Ventilation of Vehicle Tunnels. Brighton: BHR Group, 1991: 811-820. [16] 张光鹏, 雷波, 田明力. 空气交换方法在公路隧道纵向通风中的应用研究[J]. 现代隧道技术, 2011, 48 (1): 42-45, 56. https://www.cnki.com.cn/Article/CJFDTOTAL-XDSD201101009.htmZHANG Guang-peng, LEI Bo, TIAN Ming-li. Study on air interchange system for road tunnel longitudinal ventilation[J]. Modern Tunnelling Technology, 2011, 48 (1): 42-45, 56. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-XDSD201101009.htm [17] 胡彦杰, 邓敏, 杨涛. 双洞互补式通风在大别山隧道中的应用研究[J]. 交通科技, 2011 (2): 56-60. https://www.cnki.com.cn/Article/CJFDTOTAL-SKQB201102017.htmHU Yan-jie, DENG Min, YANG Tao. Application research for the complementary ventilation of Dabie Mountains Tunnel[J]. Transportation Science and Technology, 2011 (2): 56-60. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-SKQB201102017.htm [18] 王亚琼, 夏丰勇, 谢永利, 等. 特长公路隧道双洞互补式通风物理模型试验[J]. 中国公路学报, 2014, 27 (6): 84-90. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL201406014.htmWANG Ya-qiong, XIA Feng-yong, XIE Yong-li, et al. Physical model experiment on complementary ventilation of extra-long highway tunnel[J]. China Journal of Highway and Transport, 2014, 27 (6): 84-90. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL201406014.htm [19] 王亚琼, 胡彦杰, 邓敏, 等. 大纵坡双洞隧道互补式通风运营测试[J]. 交通运输工程学报, 2014, 14 (5): 29-35. http://transport.chd.edu.cn/article/id/201405004WANG Ya-qiong, HU Yan-jie, DENG Min, et al. Complementary ventilation operational test in large longitudinal slope double-hole tunnel[J]. Journal of Traffic and Transportation Engineering, 2014, 14 (5): 29-35. (in Chinese). http://transport.chd.edu.cn/article/id/201405004 [20] BOGDAN S, BIRGMAJER B, KOVACIC Z. Model predictive and fuzzy control of a road tunnel ventilation system[J]. Transportation Research Part C: Emerging Technologies, 2008, 16 (5): 574-592. https://www.sciencedirect.com/science/article/pii/S0968090X07000897 [21] 夏丰勇. 特长公路隧道双洞互补式通风数值模拟研究[D]. 西安: 长安大学, 2012.XIA Feng-yong. Numerical simulation research on twin tubes complementary ventilation system of extra-long highway tunnel[D]. Xi'an: Chang'an University, 2012. (in Chinese). -
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