BMP Performance Expectation Functions - A Simple Method for Evaluating Stormwater Treatment BMP Performance Data
BMP Performance Expectation Functions - A Simple Method for Evaluating Stormwater Treatment BMP Performance Data
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BMP 性能期望函数 - 评估雨水处理 BMP 性能数据的简单方法
DOI:
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发表时间:
2008
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影响因子:
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通讯作者:
J. Lenhart
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文献类型:
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作者:
J. Lenhart
Many regulatory agencies throughout the United States are faced with the issue of having to review BMP performance data for the purpose of acceptance and design. This paper outlines a simple method of analyzing qualified performance data relative to the defined performance expectations established by the agency. Current issues surrounding BMP performance evaluation are whether to use percent removal or effluent based guidelines. For percent removal guidelines the question is whether to use concentration or load based reduction. This method addresses all of these concerns, allows the reviewer to set criteria to meet effluent limits, concentration and load reduction goals. This method includes the establishment of a Performance Expectation Function (PEF) which is based on both target effluent concentrations, percent removals, and load reductions. Performance data from BMP monitoring which have been collected to an established monitoring protocol are then compared to the PEF on both a percent removal and load basis. Analysis of residuals allows for the establishment of confidence limits in the BMP meeting the designated performance expectations. This method can be used for pollutants such as TSS, TP, Ortho-P, TN and metals. INTRODUCTION Many regulatory agencies are struggling with how to set simple yet realistic goals for Best Management Practice (BMP) performance. Many regulations provide for simple removal rates of pollutants such as an 80% TSS removal or a total annual TSS load reduction of 80%. Some agencies use other parameters such a 65% Total Phosphorus removal requirement. What is problematic is that these simple requirements do not reflect the reality of how BMP’s actually perform in the field. In efforts to get away from percent removal requirements, other attempts at setting flat effluent standards for BMP’s (e.g. 20 mg/l TSS effluent) are also problematic in that the level of treatment required to constantly meet these standards is very high. To some degree, by definition, the performance of a BMP is probabilistic and presumptive and therefore it has not been deemed practicable to constantly expect performance levels that meet effluent standards. There are also concerns that the cost of this level of treatment and associated maintenance are too high and that setting a fixed effluent standard may introduce complexities in terms of monitoring and compliance. Clearly both of the approaches are problematic yet have beneficial aspects that perhaps could be combined to form a simple, realistic, and achievable performance standard for BMP’s that can add a