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Using HAZUS-MH flood model as a floodplain management tool: Evaluation of river engineering effects on flood losses for the Middle Mississippi River.

机译:使用HAZUS-MH洪水模型作为洪泛区管理工具:评估密西西比河中部河流工程对洪灾损失的影响。

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摘要

By combining FEMA's HAZUS-MH (Hazards U.S. Multi-Hazard) flood-loss estimation software and the HEC-RAS hydraulic modeling package, this study was able to quantify potential beneficial and adverse impacts of flood-control and navigational structures along the Middle Mississippi River (MMR; between Mississippi-Missouri River confluence and Thebes, IL). The goal of this investigation was to assess changes in water-surface elevations and associated flood losses to: 1) quantify the potential exposure of flooding under different flood-control configurations along the Middle Mississippi River (MMR), and 2) assess the relative contributions of various engineered structures and flood-loss strategies to potential flood losses. Assessment of the impact of engineering structures was accomplished by modeling five scenarios for the 100- and 500-year floods: 1) current MMR levee configuration (levee protecting for ≤50-year flood); 2) removal of all flood-control structures on the MMR; 3) increasing the height of levees and floodwalls in metropolitan St. Louis to protect urban areas to the 500-year flood level while simultaneously removing all agricultural levees downstream; 4A) a less engineered MMR channel and floodplain with fewer flood control and navigation structures, simulating conditions from 65 years ago (1942-1947) with 1940's levees; and 4B) a less engineered MMR channel and floodplain with fewer flood control and navigation structures, simulating conditions from 65 years ago (1942-1947) with current levee configuration.;Comparison of scenarios 2 and 3 relative to scenario 1 allows for quantitative assessment of the flood-control structures on stages and flood losses. Results from scenario 2 revealed that removing all levees along the MMR reduces the average stages from 2.2 m (100-year) to 2.5 m (500-year, but also increased economic and social impacts relative to scenario 1. Scenario 3 revealed that removing agricultural levees downstream of St. Louis on the MMR decreased stages by 1.4 m (100- and 500-year); however, flood losses for the 100-year flood were increased. Flood losses for the 500-year flood were decreased relative to scenario 1. These results suggest that agricultural levees along the MMR protect against medium size floods (50- or 100-year flood) but cause more damage than they prevent during large floods such as the 500-year flood.;Comparison of scenarios 4A and 4B relative to scenario 1 allows for a quantitative assessment of river engineering structures and modern buildings constructed over the last 65 years. In scenarios 4A and 4B, a less engineered river decreased stages by 1.2 m (for the 100-year flood) relative to scenario 1. In scenario 4A, the 1940's levees expose modern buildings in the floodplain to flooding, causing economic building losses to increase; however, in scenario 4B, current levee configuration protects modern buildings in the floodplain from flooding causing, economic building losses to decrease. If the current flood-control structures were not built, it is likely that the land in the floodplain for scenarios 4A and 4B would not be developed and the land used would be more flood-tolerant.;Sensitivity analyses were run to assess the impact of using the default HAZUS-MH national-level data; this was done by comparing results produced by using aggregate analysis (coarse data) versus results using UDF analysis (detailed data). The aggregate analysis estimated 51% fewer buildings damaged than the UDF analysis. Conversely, the aggregate analysis increased the economic building losses by 51% relative to the UDF analysis. Although collecting local data for a study is not always feasible, the large differences documented here need to be considered when discussing HAZUS-MH results.;Overall, this project shows implications for historic and future flood-control and navigational structure projects on the MMR and other rivers. It also emphasizes the importance of studying the impact future engineering structures will have on water-surface elevations and flood losses before implementing them.
机译:通过结合FEMA的HAZUS-MH(危害美国多灾种)洪水损失估算软件和HEC-RAS水力模型软件包,该研究能够量化密西西比河中游防洪和航行结构的潜在有利和不利影响(MMR;密西西比-密苏里河汇合处和伊利诺斯州底比斯之间)。这项调查的目的是评估水面高度的变化和相关的洪灾损失,以:1)量化密西西比河中部(MMR)不同防洪构型下洪水的潜在暴露,以及2)评估相对贡献各种工程结构和洪水损失策略来应对潜在的洪水损失。通过对100年和500年洪水的五种情况进行建模,可以完成对工程结构影响的评估:1)当前的MMR堤防配置(保护堤坝≤50年的洪水); 2)拆除MMR上的所有防洪结构; 3)增加大都市圣路易斯的堤防和防洪墙的高度,以保护市区至500年的洪水位,同时拆除下游的所有农业堤防; 4A)设计较少的MMR通道和洪泛区,具有较少的防洪和导航结构,以模拟65年前(1942-1947)的情况以及1940年的堤坝;和4B)设计较少的MMR通道和洪泛区,具有较少的防洪和导航结构,以目前的堤防配置模拟65年前(1942-1947)的状况。方案2和方案3与方案1的比较允许对方案1进行定量评估分阶段的防洪结构和洪水损失。方案2的结果表明,拆除沿MMR的所有堤防可使平均阶段从2.2 m(100年)减少到2.5 m(500年),但与方案1相比,也增加了经济和社会影响。方案3显示,拆除农业MMR上圣路易斯下游的堤防减少了1.4 m(100年和500年);但是,100年洪水的洪水损失增加了;相对于方案1,500年洪水的洪水损失减少了这些结果表明,MMR沿线的农业堤坝可抵御中等规模的洪水(50或100年洪水),但造成的破坏程度要比诸如500年洪水这样的大洪水所能防止的更大;相对于方案4A和4B方案1允许对过​​去65年中河流工程结构和现代建筑进行定量评估,在方案4A和4B中,工程量较小的河流相对于方案1减少了1.2 m(对于100年洪水)的水位。在场景4A中,1940年代的堤防使洪泛区的现代建筑遭受洪水泛滥,导致经济建筑损失增加;但是,在方案4B中,当前的堤坝配置可保护漫滩中的现代建筑免遭洪水侵袭,从而减少经济建筑损失。如果没有建立当前的防洪结构,则场景4A和4B中的洪泛区土地可能无法开发,并且所使用的土地将更耐洪。使用默认的HAZUS-MH国家级数据;这是通过将使用汇总分析(粗数据)产生的结果与使用UDF分析(详细数据)产生的结果进行比较来完成的。总体分析估计受损建筑物比UDF分析少51%。相反,相对于UDF分析,汇总分析使经济建筑物损失增加了51%。尽管收集本地数据进行研究并非总是可行的,但在讨论HAZUS-MH结果时,需要考虑此处记录的巨大差异。总体而言,该项目显示了MMR和MMR的历史和未来防洪与导航结构项目的意义。其他河流。它还强调在实施之前,研究未来工程结构将对水面海拔和洪水损失产生影响的重要性。

著录项

  • 作者

    Carlson, Megan L.;

  • 作者单位

    Southern Illinois University at Carbondale.;

  • 授予单位 Southern Illinois University at Carbondale.;
  • 学科 Geodesy.;Geomorphology.
  • 学位 M.S.
  • 年度 2010
  • 页码 113 p.
  • 总页数 113
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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