滨海新区海绵城市建设的研究与探索
Research and Exploration of Sponge City Construction in Binhai New Area
DOI: 10.12677/OJNS.2019.72009, PDF,    科研立项经费支持
作者: 闫雪静, 郑小慎*, 刘佳音, 王晨, 赵玉鹏, 侯思远, 靳亚刚:天津科技大学海洋与环境学院,天津
关键词: 滨海新区海绵城市SWMM模型Binhai New Area Sponge City SWMM Model
摘要: 针对城市内涝问题,以天津市滨海新区为例,介绍了SWMM模型中的低影响开发模块(LID模块),并运用SWMM模型系统,建立了滨海新区的雨洪模型,利用生物滞留区、渗渠、透水铺装3种常见的低影响开发措施,通过对滞留、蒸发、下渗等水文过程和不同重现期雨洪过程的模拟,评估不同重现期下LID措施的雨洪控制效果。结果表明,在2年一遇、5年一遇、10年一遇的降水时,LID措施对地表径流量的削减作用都有显著效果,可大大提高滨海新区的雨水排除能力,能有效缓解城市内涝。
Abstract: Aiming at the problem of urban internal waterlogging, the Tianjin Binhai New Area is taken as an example to introduce the low-impact development model (LID model) in the SWMM model. Using the SWMM model system, a rain-flood model in the Binhai New Area is established. Three common low-impact development measures, such as biological retention areas, seepage channels and per-meable paving, are used to evaluate LIDs’ effect of rain flood control at different return periods by simulating hydrological processes such as retention, evaporation, and infiltration. The results show that LID measures have a significant effect on the reduction of surface runoff in the 2-year, 5-year, and 10-year precipitation cases, greatly improving the capacity of rainwater exclusion in the Binhai New Area, and effectively relieving urban waterlogging.
文章引用:闫雪静, 郑小慎, 刘佳音, 王晨, 赵玉鹏, 侯思远, 靳亚刚. 滨海新区海绵城市建设的研究与探索[J]. 自然科学, 2019, 7(2): 52-59. https://doi.org/10.12677/OJNS.2019.72009

参考文献

[1] 张忠广, 黄津辉, 林超, 等. 基于LID理念的城市水资源综合管理规划研究[J]. 水电能源科学, 2013, 31(7): 29-32 + 88.
[2] 黄国如, 吴思远. 基于Infoworks CS的雨水利用措施对城市雨洪影响的模拟研究[J]. 水电能源科学, 2013, 31(5): 1-4 + 17.
[3] 晋存田, 赵树旗, 闫肖丽, 等. 透水砖和下凹式绿地对城市雨洪的影响[J]. 中国给水排水, 2010, 26(1): 40-42 + 46.
[4] 陈晓燕, 张娜, 等. 雨洪管理模型SWMM的原理、参数和应用[J]. 中国给水排水, 2013, 29(4): 4-7.
[5] Jang, S., Cho, M. and Yoon, J. (2007) Using SWMM as a Tool for Hydrologic Impact Assessment. Desalination, 212, 344-356.
https://doi.org/
[6] 10.1016/j.desal.2007.05.005
[7] Lee, S.B., Yoon, C.G., Kwang, W.J., et al. (2010) Comparative Evaluation of Runoff and Water Quality Using HSPF and SWMM. Water Science and Technology, 62, 1401-1409.
https://doi.org/
[8] 10.2166/wst.2010.302
[9] Rossman, L.A. (2009) Storm Water Management Model User’s Manual (Ver-sion 5.0). USEPA, Washington DC.
[10] Rossman, L.A. (2010) Water Management Model User’s Manual Version 5.0. Water Supply and Water Resources Division, National Risk Management Research Laboratory, Cincinnati.
[11] 何爽, 刘俊, 等. 基于SWMM模型的低影响开发模式雨洪控制利用效果模拟与评估[J]. 水电能源科学, 2013, 31(12): 42-45.