文章摘要
于畅, 郝曼秋, 高 成, 王友贞, 于凤存.平原城市自排区排涝模数计算方法研究Journal of Water Resources and Water Engineering[J].,2014,25(6):184-186
平原城市自排区排涝模数计算方法研究
Research on calculation method of drainage modulus in plain city
  
DOI:10.11705/j.issn.1672-643X.2014.06.038
中文关键词: 排涝模数; 非恒定流法; 城市排涝  平原城市
英文关键词: drainage modulus  unsteady flow  urban waterlogging  plain city
基金项目:国家自然科学基金青年项目(41301016); 国家博士后基金项目(2012M520988); 中国水利水电科学研究院流域水循环模拟与调控国家重点实验室开放研究基金项目(IWHR-SKL-201210)
Author NameAffiliation
YU Chang1, HAO Manqiu1, GAO Cheng1, WANG Youzhen2, YU Fengcun2 (1. 河海大学 水文水资源学院 江苏 南京 210098
2.安徽省淮委水利科学研究院 安徽 蚌埠 233000) 
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中文摘要:
      针对平原城市自排区的排涝特点,通过分析几种排涝计算方法的原理及计算结果,提出了适用于平原城市自排区排涝模数计算的一维非恒定流法。以安徽省宿州市主城区为例,分别采用平均排除法、割平头法和非恒定流法计算其排涝模数。结果表明:非恒定流法更适用于平原自排区排涝模数的计算,为城市排涝提供了依据。
英文摘要:
      Aiming to the characteristics of drainage in the plain city,the paper put forward 1-D unsteady flow method by analyzing the principles and results of other methods.Taking the main city of Suzhou in Anhui province for example,the paper used three methods including the average elimination, cutting flathead law and unsteady flow method to calculate the drainage modulus.The result indicated that the unsteady flow method is more applicable in calculation of drainage modules of plain city and can provide a basis for urban waterlogging.
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