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
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    • Received : 2011-07-01
    • Accepted : 2012-02-08
    • Published : 2012-06-30

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