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Stormwater Control Measure Modeling and Uncertainty Analysis for Total Maximum Daily Load Compliance

机译:总最大日负荷合规性的雨水控制措施建模和不确定性分析

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摘要

Cities, counties and other stormwater management agencies throughout the United States face billions of dollars of urban stormwater improvements each year to meet total maximum daily load (TMDL) regulations. In many cases, they will accomplish this by implementing stormwater control measures (SCMs) that are designed to capture urban stormwater and remove pollutants before the stormwater is discharged back to receiving waters. A wide variety of SCMs exist, each with unique pollutant removal performance and associated costs.;A critical aspect of TMDL projects is modeling alternative SCM implementation strategies to evaluate which strategies offer the greatest opportunity of TMDL compliance at reasonable costs. However, current SCM modeling practice suffers from several deficiencies, particularly as it relates to modeling for TMDL compliance. One problem is that most SCM modeling studies do not incorporate uncertainty analysis (UA), despite recommendations from the National Research Council (NRC) and others. This is generally due to a lack of knowledge for how to perform UA, lack of available models/algorithms that include UA capabilities and/or perceptions by decision makers that UA will not affect the most cost-effective decision. Another problem is that SCM models are typically calibrated and operated on an "event-basis" (assuming steady-state hydraulic conditions), whereas most watershed and receiving water models operate dynamically. This presents practical difficulties for modelers as they link watershed models to SCM models to receiving water models for TMDL studies and can also affect decision making as SCM model results are based on events and many TMDLs are subject to durations of hours, days, months, etc.;This dissertation addresses those problems by providing new tools and knowledge that can improve SCM modeling and decision making for TMDL compliance. In Chapter 2 ("Uncertainty Analysis of a Stormwater Control Measure Model using Global Sensitivity Analysis and Bayesian Approaches"), we compare different UA methods and use global sensitivity analysis to determine the most sensitive parameters in a new pollutant removal model. We conclude that an informal Bayesian approach (the Generalized Uncertainty Estimation Method) provides better estimates of SCM pollutant removal uncertainty compared to a formal Bayesian approach. We also show that the TSS removal in EDBs is most sensitive to the particle size distribution and particle density of solids in the runoff entering EDBs. In Chapter 3 ("Appraisal of Steady-State Stormwater Control Measure Pollutant Removal Models within a Dynamic Stormwater Routing Framework with Uncertainty Analysis"), we evaluate the effects of applying three different event-based (steady-state) SCMs models to a dynamic modeling framework. The linear regression model produces almost identical outputs under both steady-state and dynamic conditions, however the modified Fair and Geyer (MFG) model and k-C* model both produce results that underestimate TSS pollutant removal by 20-90% at the median. Using those same three models, 5-95% percentile prediction intervals (PI) were also evaluated using Monte-Carlo (MC) and first-order variance estimation (FOVE) UA methods. The FOVE method generally produced smaller PIs compared to the MC method, however, the 95th percentile values generated from the dynamically-applied SCM models were closer to the 95th percentile values generated from the steady-state SCM models using MC. In Chapter 4 ("Selecting Stormwater Control Measures to Achieve Total Maximum Daily Loads: The Effects of Performance Measures and Uncertainty"), we evaluate how incorporating UA into SCM modeling can affect decision making to achieve TMDL compliance. Using theoretical TMDL scenarios and three different TMDL compliance measures, our results show that the most cost-effective SCM design/implementation strategy can be different based on the decision maker's risk level, which can only be incorporated into the decision making process through the use of UA. This finding justifies the recommendations from the NRC and others that UA should be included all TMDL modeling studies.
机译:全美国的城市,县和其他雨水管理机构每年都要面对数十亿美元的城市雨水改善工程,以满足总最大日负荷(TMDL)法规。在许多情况下,他们将通过实施雨水控制措施(SCM)来实现这一目标,该措施旨在收集城市雨水并在雨水排放回接收水之前清除污染物。存在各种各样的SCM,每个SCM具有独特的污染物去除性能和相关成本。TMDL项目的一个关键方面是对替代SCM实施策略进行建模,以评估哪些策略以合理的成本提供最大的TMDL合规机会。但是,当前的SCM建模实践存在一些缺陷,特别是与TMDL遵从性建模有关的缺陷。一个问题是,尽管有美国国家研究委员会(NRC)和其他研究机构的建议,大多数SCM建模研究并未纳入不确定性分析(UA)。这通常是由于缺乏有关如何执行UA的知识,缺少包括UA功能的可用模型/算法和/或决策者认为UA不会影响最具成本效益的决策所致。另一个问题是,SCM模型通常在“事件基础”(假设稳态液压条件下)下进行校准和操作,而大多数分水岭和接收水模型都是动态运行的。这给建模人员带来了实际困难,因为建模人员将分水岭模型与SCM模型联系起来,再接收TMDL研究的水模型,并且由于SCM模型结果基于事件,并且许多TMDL受制于小时,天,月等的持续时间,因此也会影响决策。本文通过提供可以改善SCM建模和TMDL合规性决策的新工具和知识来解决这些问题。在第2章(“使用全局灵敏度分析和贝叶斯方法对雨水控制措施模型进行不确定性分析”)中,我们比较了不同的UA方法,并使用全局灵敏度分析来确定新污染物去除模型中最敏感的参数。我们得出的结论是,与正式的贝叶斯方法相比,非正式的贝叶斯方法(广义不确定性估计方法)可以更好地估计SCM污染物的去除不确定性。我们还表明,EDB中的TSS去除对进入EDB的径流中固体的粒径分布和颗粒密度最敏感。在第3章(“具有不确定性分析的动态雨水路由框架中的稳态雨水控制措施污染物去除模型的评估”)中,我们评估了将三种不同的基于事件(稳态)的SCM模型应用于动态建模的效果框架。线性回归模型在稳态和动态条件下都产生几乎相同的输出,但是改进的Fair and Geyer(MFG)模型和k-C *模型均产生的结果低估了TSS污染物去除量的中位数20-90%。使用这三个模型,还使用蒙特卡洛(MC)和一阶方差估计(FOVE)UA方法评估了5-95%的百分位数预测间隔(PI)。与MC方法相比,FOVE方法通常生成的PI较小,但是,动态应用的SCM模型生成的第95个百分点值更接近于使用MC的稳态SCM模型生成的第95个百分点值。在第4章(“选择雨水控制措施以实现最大最大日负荷量:性能措施和不确定性的影响”)中,我们评估了将UA纳入SCM建模如何影响决策以实现TMDL合规性。使用理论上的TMDL方案和三种不同的TMDL遵从性措施,我们的结果表明,最具成本效益的SCM设计/实施策略可能会因决策者的风险水平而有所不同,只能通过使用以下方法将其纳入决策过程UA。这一发现证明了NRC和其他机构的建议,即UA应该包括所有TMDL建模研究。

著录项

  • 作者

    Olson, Christopher C.;

  • 作者单位

    Colorado State University.;

  • 授予单位 Colorado State University.;
  • 学科 Civil engineering.;Water resources management.
  • 学位 Ph.D.
  • 年度 2017
  • 页码 107 p.
  • 总页数 107
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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