Ren Yu, Li Mingcai, Guo Jun, et al. The estimation and application of design rainstorm intensity in Tianjin area. J Appl Meteor Sci, 2012, 23(3): 364-368.
Citation: Ren Yu, Li Mingcai, Guo Jun, et al. The estimation and application of design rainstorm intensity in Tianjin area. J Appl Meteor Sci, 2012, 23(3): 364-368.

The Estimation and Application of Design Rainstorm Intensity in Tianjin Area

  • Received Date: 2011-07-01
  • Rev Recd Date: 2012-02-08
  • Publish Date: 2012-06-30
  • The design rainstorm is an important foundation for the construction of flood control and drainage facilities. It is significant to improve the design rainstorm for strengthening the response to the regional flood and urban waterlogging disaster risk, which has been increasing with climate change and social development. However, the regular observations of rainstorm from general weather stations are insufficient for estimating the intensity of design rainstorm in urban drainage. It has been of great significance to maximize the use of regular observations to geographically refine the design rainstorm in urban drainage. Therefore, two weather stations from Tianjin urban and Tanggu districts with long period of precipitation-in-minute records, are chosen to estimate the intensity of design rainstorm and fit the intensity formula. Two methods are used in data sampling, one collecting the annual maximum and the other collecting multiple values per year. The comparison of the two locations indicates that the design rainstorm intensity in Tanggu district is much greater than that in the urban district. As a result, the drainage design at Tanggu district should be different from the urban district. Otherwise, Tanggu district would be confronted with greater risk of urban waterlogging disaster. The comparison of the two intensity formula suggests that the one based on the annual-maximum sampling is applicable in drainage design for the return period of 2—10 years. The application scope of the estimated design rainstorm intensity using regular observations is also pointed out for urban drainage. This provides a realistic reference for further spatial refinement of urban drainage design rainstorm.
  • Fig. 1  Comparison of the short-time precipitation return level between Tianjin Station and Tanggu Station

    Table  1  Deviation statistics of 5 to 120 minutes rainstorm intensity at Tanggu Station from that at Tianjing Station

    重现期/a 绝对均方差/(mm·min-1) 相对均方差/%
    0.25 0.2415 11.5
    0.333 0.2564 15.3
    0.5 0.2935 20.9
    1 0.2555 20.9
    2 0.2052 20.6
    3 0.1277 16.3
    5 0.1003 15.3
    10 0.0815 16.6
    DownLoad: Download CSV

    Table  2  Two types of rainstorm intensity formula

    站点 概率分布 历时t/min 重现期T/a 暴雨强度公式i/
    (mm·min-1)
    总绝对均方差/
    (mm·min-1)
    总相对均
    方差/%
    平均绝对
    均方差/
    (mm·min-1)
    平均相对
    均方差/%
    天津站 伽马 5~120 0.25~10 0.0426 2.3 0.0386 4.3
    耿贝尔 5~1440 2~100 0.0493 2.9 0.0458 3.8
    塘沽站 伽马 5~120 0.25~10 0.0707 3.7 0.0623 6.2
    耿贝尔 5~1440 2~100 0.0614 4.8 0.0587 4.8
    DownLoad: Download CSV

    Table  3  Error statistics of the rainstorm intensity formula based on the annual-maximum data sampling against the estimated rainstorm intensity by Gamma distribution

    重现期/a 天津站 塘沽站
    绝对均方差/(mm·min-1) 相对均方差/% 绝对均方差/(mm·min-1) 相对均方差/%
    2 0.0523 6.6 0.0438 4.8
    3 0.0386 4.5 0.0303 3.0
    5 0.0597 6.3 0.0251 2.3
    10 0.0533 5.0 0.0457 3.6
    DownLoad: Download CSV

    Table  4  Calculation comparison of two rainstorm intensity formulas with different methods of data sampling

    重现期/a 天津站 塘沽站
    绝对均方差/(mm·min-1) 相对均方差/% 绝对均方差/(mm·min-1) 相对均方差/%
    2 0.0391 3.3 0.0470 3.4
    3 0.0134 1.0 0.0428 2.9
    5 0.0566 4.0 0.0404 2.4
    10 0.1254 7.9 0.0433 2.3
    DownLoad: Download CSV
  • [1]
    张莉, 丁一汇.全球海气耦合模式对我国极端强降水模拟检验.应用气象学报, 2008, 19(6):760-769. doi:  10.11898/1001-7313.20080616
    [2]
    陈波, 史瑞琴, 陈正洪.近45年华中地区不同级别强降水事件变化趋势.应用气象学报, 2010, 21(1):47-54. doi:  10.11898/1001-7313.20100106
    [3]
    孙凤华, 杨素英, 任国玉.东北地区降水日数、强度和持续时间的年代际变化.应用气象学报, 2007, 18(5):610-618. doi:  10.11898/1001-7313.20070516
    [4]
    赵平, 周秀骥.近40年我国东部降水持续时间和雨带移动的年代际变化.应用气象学报, 2006, 17(5):548-556. doi:  10.11898/1001-7313.20060512
    [5]
    王家祁.中国设计暴雨和暴雨特性的研究.水科学进展, 1999, 10(3):328-336. http://www.cnki.com.cn/Article/CJFDTOTAL-SKXJ199903016.htm
    [6]
    唐继业, 吴俊秀, 李百福.大暴雨对无资料地区设计暴雨洪水的影响分析.水文, 2004, 24(6):38-40. http://www.cnki.com.cn/Article/CJFDTOTAL-SWZZ200406011.htm
    [7]
    黄会明, 邓丽, 王立宏, 等.城市设计暴雨和设计雨型的推求及应用.中国农村水利水电, 2004(3):35-40. http://www.cnki.com.cn/Article/CJFDTOTAL-ZNSD200403016.htm
    [8]
    任伯帜, 龙腾锐, 王利.采用年超大值法进行暴雨资料选样.中国给水排水, 2003, 19(5):79-81. http://www.cnki.com.cn/Article/CJFDTOTAL-GSPS200305026.htm
    [9]
    杨慧英, 孙旭良.合理利用暴雨资料提高设计洪水计算精度.中国农村水利水电, 2005(10):17-18. doi:  10.3969/j.issn.1007-2284.2005.10.006
    [10]
    曹世惠, 柏绍光.由实测暴雨推求设计洪水方法的探讨.水文, 2002, 22(1):38-40. http://www.cnki.com.cn/Article/CJFDTOTAL-SCSL199802005.htm
    [11]
    陈正洪, 王海军, 张小丽.水文学中雨强公式参数求解的一种最优化方法.应用气象学报, 2007, 18(2):237-241. doi:  10.11898/1001-7313.20070240
    [12]
    谢华, 黄介生.城市化地区市政排水与区域排涝关系研究.灌溉排水学报, 2007, 26(5):10-13. http://www.cnki.com.cn/Article/CJFDTOTAL-GGPS200705003.htm
    [13]
    宁静, 李田.城市化效应对上海短历时设计暴雨强度的影响.中国给水排水, 2007, 23(15):51-57. doi:  10.3321/j.issn:1000-4602.2007.15.013
    [14]
    邵尧明.城市设计暴雨强度信息系统建立方法的探索.给水排水, 2007, 33(5):192-195. http://www.cnki.com.cn/Article/CJFDTOTAL-JZJS200705055.htm
    [15]
    上海市政工程设计研究总院.室外排水设计规范GB50014-2006.北京:中国计划出版社, 2006.
    [16]
    北京市市政工程设计研究院.给水排水设计手册 (第五册) 城镇排水 (第二版).北京:中国建筑工业出版社, 2004:921-986.
  • 加载中
  • -->

Catalog

    Figures(1)  / Tables(4)

    Article views (3045) PDF downloads(2781) Cited by()
    • Received : 2011-07-01
    • Accepted : 2012-02-08
    • Published : 2012-06-30

    /

    DownLoad:  Full-Size Img  PowerPoint