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Linking BMP Systems Performance to Receiving Water Protection BMP PERFORMANCE ALGORITHMS.
Issue contents / Previous abstract / Next abstract Water Intelligence Online IWA Publishing 2013 Linking BMP Systems Performance to Receiving Water Protection BMP PERFORMANCE ALGORITHMS Marc Leisenring, Michael Barrett, Christine Pomeroy, Aaron Poresky, Larry Roesner, A. Charles Rowney and Eric Stre...
| Clasificación: | Libro Electrónico |
|---|---|
| Autor principal: | |
| Formato: | Electrónico eBook |
| Idioma: | Inglés |
| Publicado: |
[Place of publication not identified] :
Iwa Publishing,
2014.
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| Temas: | |
| Acceso en línea: | Texto completo |
Tabla de Contenidos:
- Cover; Copyright; Acknowledgments; Abstract and Benefits; Table of Contents; List of Tables; List of Figures; List of Acronyms; Executive Summary; Chapter 1.0: Introduction; 1.1 Background and Purpose of this Document; 1.2 Document Organization; Chapter 2.0: Selection of Constituents and BMPs; 2.1 Water Quality Constituents; 2.2 Representative BMPs; Chapter 3.0: Review of BMP Modeling Approaches; 3.1 Introduction to Simulating BMP Effectiveness; 3.2 Hydraulic/Hydrologic Simulation; 3.2.1 General Considerations; 3.2.2 Common Modeling Methods; 3.3 Water Quality Prediction.
- 3.3.1 Empirical and Semi-Empirical Modeling Methods3.3.2 Lumped Unit Process-Based Modeling Methods; 3.4 Simulating Distributed BMPs; 3.4.1 Individual BMP Approach; 3.4.2 Watershed Integrated Approach; 3.4.3 Regionally Segmented, Unit BMP Approach; 3.4.4 Categorically Segmented, Unit BMP Approach; 3.4.5 Watershed Model Parameter Adjustment Approach; 3.4.6 Hydrograph Post-Processing Approach; Chapter 4.0: Recommended General BMP Algorithms; 4.1 Treatment Algorithms; 4.1.1 Pollutant Partitioning; 4.1.2 Particle Size Distribution; 4.1.3 Particle Settling; 4.1.4 Mass Fractions; 4.1.5 Clogging.
- 4.1.6 First-Order Decay with Irreducible Constant (k-C*)4.1.7 Influent-Effluent Regression; 4.2 Recommended Distributed BMP Simulation Approach; 4.2.1 User Input Requirements; 4.2.2 Benefits and Limitations of Approach; Chapter 5.0: Recommended BMP Specific Algorithms; 5.1 Permeable Pavement; 5.1.1 Storage Definitions; 5.1.2 Maximum Pavement Inflow; 5.1.3 Volume Reduction; 5.1.4 Underdrain Discharge; 5.1.5 Algorithm Summary; 5.2 Cisterns; 5.2.1 Storage Definitions; 5.2.2 Volume Reduction; 5.2.3 Algorithm Summary; 5.3 Vegetated Swales; 5.3.1 Storage Definitions; 5.3.2 Treatment Capacity.
- 5.3.3 Volume Reduction5.3.4 Treated Discharge; 5.3.5 Algorithm Summary; 5.4 Bioretention; 5.4.1 Storage Definitions; 5.4.2 Maximum Media Bed Flow Rate; 5.4.3 Volume Reductions; 5.4.4 Underdrain Discharges; 5.4.5 Algorithm Summary; 5.5 Sand Filter; 5.5.1 Storage Definitions; 5.5.2 Maximum Sand Filter Flow Rate; 5.5.3 Volume Reductions; 5.5.4 Underdrain Discharges; 5.5.5 Algorithm Summary; 5.6 Dry Extended Detention Basins; 5.6.1 Storage Definitions; 5.6.2 Volume Reduction; 5.6.3 Treatment Outlet Discharges; 5.6.4 Algorithm Summary; 5.7 Wet Ponds; 5.7.1 Storage Definitions.
- 5.7.2 Volume Reduction5.7.3 Treated Discharges; 5.7.4 Algorithm Summary; Chapter 6.0: Summary and Conclusions; 6.1 Recommended BMP Performance Algorithms; 6.2 Expected Level of User Expertise and Input Requirements; 6.3 Data Gaps and Needs; Appendix A: Pollutant Fact Sheets; Appendix B: Stormwater BMP Fact Sheets; Appendix C: Scatterplot Smoothing of BMP Influent/Effluent Data; Appendix D: Media Filter Algorithms; Appendix E: Linear Regression of BMP Influent/Effluent Concentrations; Appendix F: Evaluation of Hydrograph Post-Processing Approach; References.