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Hydrologic modeling of irregular tile drainage systems.

机译:不规则瓷砖排水系统的水文模拟。

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摘要

A physically-based flow model has been developed to specifically address the influence of irregular tile networks on Midwestern watershed hydrology. Several issues were identified as pertinent to this specific task: solving the problem of flow to a single tile drain, addressing irregular tile networks at the watershed scale and integrating the dominant hydrologic processes. An analytical solution to the problem of subsurface flow to a single tile was proposed and evaluated. This solution was incorporated into a description of infiltration which accounts for variable moisture conditions and complex precipitation patterns. Together, the tile flow solution and the comprehensive infiltration treatment constitute the subsurface flow component of the overall watershed-scale model. These account for the spatial conditions encountered at the field level, particularly the presence of tile lines which drain the soil profile and affect the subsurface water balance. The tile system and the stream channels in the watershed are modeled as one integrated directed network. The comprehensive network of links and nodes routes water that is drained by individual tile lines to the watershed outlet, yielding transient responses to precipitation along every node in the network. A grid-based description of the entire watershed served as a framework to integrate the subsurface module with the comprehensive directed network. The model was able to overcome the need to prescribe a spacing parameter for tile drainage and, therefore, is applicable to irregular tile drainage systems. When applied to a watershed in east-central Illinois (Upper Little Vermilion River watershed), the model was able to simulate observed trends, such as the minimal surface runoff and increased infiltration.
机译:已经开发了基于物理的流量模型来专门解决不规则瓦片网络对中西部流域水文学的影响。确定了与该特定任务有关的几个问题:解决流向单个排水沟的水流问题,解决分水岭规模的不规则瓷砖网络以及整合主要的水文过程。提出并评估了地下流向单个瓷砖的问题的解析解决方案。该解决方案被纳入对渗透的描述中,该渗透解释了不同的湿度条件和复杂的降水模式。瓷砖流动解决方案和全面的渗透处理共同构成了整个分水岭规模模型的地下流动成分。这些解释了在田间水平遇到的空间条件,特别是瓷砖线的存在,这些瓷砖线会排干土壤剖面并影响地下水的平衡。流域中的图块系统和河道被建模为一个集成的定向网络。链接和节点的综合网络将通过单独的瓷砖管线排出的水路由到集水区的出口,对网络中每个节点的降水产生瞬时响应。整个流域的基于网格的描述用作将地下模块与综合定向网络集成的框架。该模型能够克服规定瓷砖排水间隔参数的需要,因此适用于不规则瓷砖排水系统。当应用于伊利诺伊州中东部(小朱红河上游流域)的一个流域时,该模型能够模拟观察到的趋势,例如最小的地表径流和增加的入渗。

著录项

  • 作者

    Garcia, Ana Maria.;

  • 作者单位

    University of Illinois at Urbana-Champaign.;

  • 授予单位 University of Illinois at Urbana-Champaign.;
  • 学科 Engineering Agricultural.; Hydrology.
  • 学位 Ph.D.
  • 年度 2001
  • 页码 107 p.
  • 总页数 107
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 农业工程;水文科学(水界物理学);
  • 关键词

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