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Flow, water quality, and SWMM model analysis for five urban karst watersheds.

机译:五个城市喀斯特流域的流量,水质和SWMM模型分析。

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摘要

Stormwater runoff data for flow and water quality were collected for three years from seven locations in five urban karst watersheds ranging in size from 93.5 to 231.7 hectares (total impervious areas ranging from 23.4% to 67.3%). The measured data were then used to develop, calibrate (with targets of 30% for peak runoff rate and 10% for runoff volume), and validate a SWMM for each karst watershed. The hydrologic response, water quality characteristics, and model parameters were compared among the study watersheds with different land uses and percentages of impervious areas and then the response, characteristics, and parameters from the karst watersheds were compared to values from non-karst watersheds. Recharge areas and drainage pathways dominated the hydrologic response in the watersheds where these karst features have been preserved.;Median runoff ratios (RR, runoff volume/rainfall volume) for these urban karst watersheds (0.02 to 0.28) were found to be significantly less than regional values ranging from 0.4 to 0.5 and less than values from the EPA National Urban Runoff Program (NURP) studies (values of 0.2 to 0.62) for watersheds with similar percent imperviousness. Using the RR based on percentage of impervious area from the NURP data to predict runoff would result in overestimating the volume of runoff in these watersheds by 164% to 1,400% in these karst watersheds.;The median event mean concentrations for all constituents except for nitrate that were part of the study described herein and in the NURP studies (total suspended solids, total phosphorus, soluble phosphorus, copper, lead and zinc), were smaller from the study karst watersheds than the lower limit of the range of values from the NURP data.;The commonly referenced model parameter values used in stormwater model development were not adequate or appropriate for these karst watersheds.;The calibrated model parameters of curve number, depth of impervious storage, and depth of pervious storage were outside of the standard range of model parameters. If using an uncalibrated model parameterized with typical reference values, the volume of runoff and peak rate of runoff for these karst watersheds could be over-predicted by over 200% and over 500%, respectively.
机译:连续三年从五个城市喀斯特流域的七个地点收集了流量和水质的暴雨径流数据,范围从93.5到231.7公顷(总防渗面积从23.4%到67.3%)。然后将测得的数据用于开发,校准(目标峰值径流率为30%,径流量为10%),并验证每个喀斯特流域的SWMM。比较了不同土地利用和不透水地区百分比的研究流域的水文响应,水质特征和模型参数,然后将喀斯特流域的响应,特征和参数与非喀斯特流域的值进行了比较。在保留这些岩溶特征的流域,补给区和排水路径主导了水文响应。发现这些城市岩溶流域的中位数径流比(RR,径流量/降雨量)(0.02至0.28)明显小于区域值介于0.4到0.5之间,并且小于EPA国家城市径流计划(NURP)研究(不透水百分比类似)的流域的值(0.2到0.62)。使用基于NURP数据的不透水面积百分比的RR来预测径流将导致这些喀斯特流域的这些流域的径流量高估164%至1,400%。此处所描述的研究和NURP研究中的一部分(总悬浮固体,总磷,可溶性磷,铜,铅和锌),比研究karst流域小,小于NURP值范围的下限数据;雨水模型开发中常用的模型参数值不适用于这些岩溶流域;曲线数,不透水存储深度和透水存储深度的校准模型参数不在以下标准范围内模型参数。如果使用参数化为典型参考值的未校准模型,则这些岩溶流域的径流量和径流量峰值可能分别被过度预测了200%和500%以上。

著录项

  • 作者

    Blansett, Katherine Lee.;

  • 作者单位

    The Pennsylvania State University.;

  • 授予单位 The Pennsylvania State University.;
  • 学科 Hydrology.;Engineering Civil.;Water Resource Management.;Engineering Environmental.
  • 学位 Ph.D.
  • 年度 2011
  • 页码 409 p.
  • 总页数 409
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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