华东师范大学学报(自然科学版) ›› 2017, Vol. ›› Issue (4): 160-167,179.doi: 10.3969/j.issn.1000-5641.2017.04.014

• 地理学 • 上一篇    下一篇

城市民防工程内涝风险研究

赵庚润, 李路, 刘新成   

  1. 上海市水利工程设计研究院有限公司, 上海 200061
  • 收稿日期:2016-10-17 出版日期:2017-07-25 发布日期:2017-07-20
  • 作者简介:赵庚润,男,工程师,硕士,主要从事防洪除涝及区域排水方面研究.E-mail:zhaogengrun@163.com.
  • 基金资助:
    2015年上海市青年科技英才扬帆计划(15YF1411000)

Study on the local flooding risk in the civil defense projects

ZHAO Geng-run, LI Lu, LIU Xin-cheng   

  1. Shanghai Water Engineering Design and Research Institute Co. Ltd., Shanghai 200061, China
  • Received:2016-10-17 Online:2017-07-25 Published:2017-07-20

摘要: 为研究上海五角场区域地下民防工程对城市内涝积水的防御能力,本文建立了内涝模型,计算得出了该区域在不同降雨重现期下的积水范围和深度,并对区域内50个民防站点在不同降雨重现期下的内涝进水情况进行了分析.结果表明,城市地下空间的进水重现期除受自身的高程、高差影响外,还与周围地势和排水条件密切相关.不考虑安全余量的情况下,五角场区域民防站点进水重现期普遍较高.随着安全余量的增加,民防站点进水重现期普遍有所下降,不同站点对安全余量增加的敏感程度有一定差异.

关键词: 民防工程, 内涝模型, 内涝风险, 受涝重现期

Abstract: In order to evaluate the defense capability of civil defense projects around the Shanghai Pentangle Square under urban local flooding, an urban local flooding model was built to determine the inundated areas and water depth under different rainfall return periods, and the pluvial flooding risk map was achieved. The inundated return periods of the 50 civil defense projects around the study area were calculated. The results showed that the inundated return period was connected not only with the elevation difference but also the topography and drainage condition. The inundated return periods were generally high and decreased as the freeboard increasing, but they showed different sensitivities to the increased freeboard.

Key words: civil defense project, local flooding model, local flooding risk, inundated return period

中图分类号: