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Computation of the hydravlic conditions in the area of the non-level full access road of the main road Škofljica - Šmarje to highway

机译:Škofljica-Šmarje到公路的主干道的无水平全接触道区域的液压条件的计算

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摘要

The diploma thesis focuses on testing the impact of building the non-level full access road of the main road Škofljica - Šmarje regarding the hydraulic condition in this area. It had to be tested if building the access road caused conditions to worsen and give a solution to eliminate the impact. The calculation was made for flood waves of a few different hourly downpours with return periods of 10, 100 and 500 years. With this calculation, the critical flood wave was determined, and flood risk maps and maps of flood risk classes for the current and planned status were drawn. The downstream impact of the planned measures directly under the drain field Rupe was also tested. This calculation was performed using the software tool HEC-RAS. The impact in the area of Škofljica was tested with a two-dimensional calculation of the surfaces with the software tool MIKE FLOOD of the Danish Hydraulic Institute.
机译:文凭论文的重点是测试在该地区的水压条件下,修建什科夫利察-什马里主干道的无水平全通路的影响。必须测试建造通行道路是否导致情况恶化并提供消除影响的解决方案。计算是针对每小时倾盆数次不同的洪水波,其返回期分别为10年,100年和500年。通过此计算,确定了关键洪水波,并绘制了洪水风险图以及当前和计划状态的洪水风险类别图。还测试了排泄场Rupe之下的计划措施对下游的影响。使用软件工具HEC-RAS进行该计算。使用丹麦水利学会的MIKE FLOOD软件对表面进行了二维计算,测试了Škofljica地区的影响。

著录项

  • 作者

    Tičar Tomaž;

  • 作者单位
  • 年度 2012
  • 总页数
  • 原文格式 PDF
  • 正文语种 {"code":"sl","name":"Slovene","id":39}
  • 中图分类

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