Abstract

The objective of this research is to develop a module for the design of best management practices based on percent pollutant removal. The module is a part of the site-scale integrated decision support tool (i-DSTss) that was developed for stormwater management. The current i-DSTss tool allows for the design of best management practices based on flow reduction. The new water quality module extends the capability of the i-DSTss tool by adding new procedures for the design of best management practices based on treatment performance. The water quality module can be used to assess the treatment of colloid/total suspended solid and dissolved pollutants. We classify best management practices into storage-based (e.g., pond) and infiltration-based (e.g., bioretention and permeable pavement) practices for design purposes. Several of the more complex stormwater tools require expertise to build and operate. The i-DSTss and its component modules including the newly added water quality module are built on an accessible platform (Microsoft Excel VBA) and can be operated with a minimum skillset. Predictions from the water quality module were compared with observed data, and the goodness-of-fit was evaluated. For percent total suspended solid removal, both R2 and Nash–Sutcliffe efficiency values were greater than 0.7 and 0.6 for infiltration-based and storage-based best management practices, respectively, demonstrating a good fit for both types of best management practices. For percent total phosphorous and Escherichia. coli removal, R2 and Nash–Sutcliffe efficiency values demonstrated an acceptable fit. To enhance usability of the tool by a broad range of users, the tool is designed to be flexible allowing user interaction through a graphical user interface.

Highlights

  • Increased building, roadway, and parking lot densities associated with urbanization result in an expansion of impervious cover in urban watersheds

  • The water quality module within i-DSTss includes a physically based mass balance approach for the design of infiltration- and storage-based Best management practices (BMPs) according to percent pollutant removal

  • Equation (7) is derived from first-order decay [33] rearranged in a format to calculate the percent dissolved pollutant removal

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Summary

Introduction

Roadway, and parking lot densities associated with urbanization result in an expansion of impervious cover in urban watersheds. The water quality module within i-DSTss includes a physically based mass balance approach for the design of infiltration- and storage-based BMPs according to percent pollutant removal. Equation (2) is derived from colloid filtration theory [32,36] by simplifying interception and sedimentation terms, ignoring the diffusion term, and rearranging to solve for the percent colloid removal (details about BMP sizing approaches built into the water quality module are provided in Supplementary Materials). Equation (4) is derived from the first-order decay reaction method [33] and was rearranged in a format to calculate the percent dissolved pollutant removal (details about BMP sizing approaches built into the water quality module are provided in Supplementary Materials).

Storage-Based BMP Sizing According to Percent Pollutant Removal
Performance Curve
Infiltration-Based BMP
Storage-Based BMP
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