Ahammed, F., Hewa, G. A., & Argue, J. R. (2012). Applying multi-criteria decision analysis to select WSUD and LID technologies. Water Science and Technology: Water Supply, 844-853.
Appan, A. (1999). A dual-mode system for harnessing roofwater for non-potable uses. Urban Water, 317-321.
Ariratnam, S. T., & MacLeod, C. W. (2002). Financial Outlay Modeling for a Local Sewer Rehabilitation Strategy. Journal of Construction Engineering and Management, 486-495.
Battaglin, W. A., & Kolpin, D. W. (2009). Contaminants of emerging concern: introduction to a featured collection. Journal of the American Water Resources Association, 45(1), 1-3.
Bedient, P., Huber, W., & Vieux, B. (2008). Hydrology and Floodplain Analysis (4th Edition). Upper Saddle River, NJ: Prentice Hall.
Black, P. E. (2005, 2 2). greedy algorithm. Retrieved from Dictionary of Algorithms and Data Structures: https://xlinux.nist.gov/dads//HTML/greedyalgo.html
Brombach, H., Weiss, G., & Fuchs, S. (2005). A new database on urban runoff pollution: Comparison of separate and combined sewer systems. Water Science & Technology, 51(2), 119-131.
Cahill, T. H. (2012). Low Impact Development and Sustainable Stormwater Management. Hoboken, NJ.: Wiley.
CBC News. (2015, November 12). Montreal's raw sewage dump makes international headlines. Retrieved from CBC News Montreal: http://www.cbc.ca/news/canada/montreal/international-media-response-montreal-sewage-dump-st-lawrence-river-1.3316173
Charnes, A., Cooper, W., & Rhodes, E. (1978). Measuring the efficiency of decision making units. European Journal of Operational Research, 429-444.
City of Spokane. (2016, 02 16). Program Budget - CIty of Spokane, Washington. Retrieved from spokanecity: https://my.spokanecity.org/budget/budget-tool/
City of Spokane, City of Spokane Valley, Spokane County. (2008). Spokane Regional Stormwater Manual. Spokane, WA.
City of Spokane; City of Spokane Valley; Spokane County. (2008). Spokane Regional Stormwater Manual. Spokane, WA.
Clemen, R. T., & Reilly, T. (2001). Making Hard Decisions. Pacific Grove, CA: Brooks/Cole.
Davis, M. L., & Cornwell, D. A. (2008). Introduction to Environmental Engineering. New York: McGraww-Hill.
Dietz, M., & Clausen, J. (2008). Stormwater runoff and export changes with development in a traditional and low impact subdivision. Journal of Environmental Management, 87(4), 560-566.
Eganhouse, R., & Sherblom, P. (2001). Anthropogenic organic contaminants in the effluent of a combined sewer overflow: impact on Boston Harbor. Marine Environmental Research, 51-74.
Elliott, A., & Trowsdale, S. (2007). A review of models for low impact urban stormwater drainage. Environmental Modelling & Software, 22(3), 394-405.
Fenner, R., & Sweeting, L. (1999). A decision support model for the rehablitation of “non-critical” sewers. Water Science and Technology, 193-200.
Field, R., Sullivan, D., & Tafuri, A. N. (2004). Management of Combined Sewer Overflows. Boca Raton, FL.: CRC Press.
Gasperi, J., & al., e. (2008). Priority pollutants in wastewater and combined sewer overflow. Science of the Total Environment, 263-272.
Glover, F. (1967). Maximum matching in a convex bipartite graph. Naval Research Logistics Quarterly, 313-316.
Gupta, K., & Saul, A. J. (1996). Specific relationships for the first flush load in combined sewer flows. Water Research, 1244-1252.
Halfawy, M. R., Dridi, L., & Baker, S. (2008). Integration Decision Support System for Optimal Renewal Planning of Sewer Networks. Journal of Computing in Civil Engineering, 360-372.
Hood, M. J., Clausen, J. C., & Warner, G. S. (2007). Comparison of stormwater lag times for low impact and traditional residential development. Journal of the American Water Resources Association, 43(4), 1036-1046.
Houle, J. J., & al., e. (2013). Comparison of Maintenance Cost, Labor Demands, and System Performance for LID and Conventional Stormwater Management. Journal of Environmental Engineering, 932-938.
International Organization for Standardization. (2009, 09 15). ISO/IEC/IEEE 9945:2009 - Information technology -- Portable Operating System Interface (POSIX®) Base Specifications, Issue 7. (International Organization for Standardization) Retrieved 10 7, 2015, from http://www.iso.org/iso/catalogue_detail.htm?csnumber=50516
Jones, M. P., & Hunt, W. F. (2009). Performance of rainwater harvesting systems in the southeastern United States. Resources, Conservation and Recycling, 623-629.
Kammen, D. M., & Hassenzahl, D. M. (1999). Should We Risk It? Exploring Tenvironmental, Health, and Technological Problem Solving. Princeton, NJ: Princeton University Press.
Lau, J., Butler, D., & Schütze, M. (2002). Is combined sewer overflow spill frequency/volume a good indicator of receiving water quality impact? Urban Water, 181-189.
Lee, J. G., Heaney, J. P., & Lai, F.-h. (2016, 3 17). Optimization of Decentralized BMP Controls in Urban Areas. Retrieved from United States Environmental Protection Agency: https://cfpub.epa.gov/si/si_public_file_download.cfm?p_download_id=484278
Lee, J. H., & Bang, K. W. (2000). Characterization of Urban Stormwater Runoff. Water Research, 34(6), 1773-1780.
Maechler, M. (n.d.). Date-time Conversion Functions. (Seminar für Statistik, ETH Zurich) Retrieved 7 10, 2015, from https://stat.ethz.ch/R-manual/R-devel/library/base/html/as.POSIXlt.html
Maechler, M. (n.d.). Date-time Conversion Functions to and from Character. (Seminar für Statistik , ETH Zurich) Retrieved 07 10, 2015, from https://stat.ethz.ch/R-manual/R-devel/library/base/html/strptime.html
Matamoros, V., Garcia, J., & Bayona, J. M. (2008). Organic micropollutant removal in a full-scale surface flow constructed wetland fed with secondary effluent. Water Research, 653-660.
Montalto, F., Behr, C., Alfredo, K., Wolf, M., Arye, M., & Walsh, M. (2007). Rapid assessment of the cost-effectiveness of low impact development for CSO control. Landscape and Urban Planning, 82, 117-131.
Mulligan, C. N. (2002). Environmental Biotreatment: Technologies for Water, Air, Soil, and Waste. Rockville, MD: Government Institutes.
Nielson, B., & Turney, D. (2010). Green Infrastructure Optimization Analyses for Combined Sewer Overflow. American Society of Civil Engineers Proceedings: Low Impact Development 2010, 1533-1541.
Oregon State University. (2016, 3 17). Final Step - LID 1.04 Lined filtration rain garden. Retrieved from OSU Extension Service: Water and Watershed Education | Stormwater Solutions: http://extension.oregonstate.edu/stormwater/final-step-3
Quick-R. (2016, 02 06). Graphical Parameters. Retrieved from Quick-R: http://www.statmethods.net/advgraphs/parameters.html
Revelle, C. S., Whitlach, E. E., & Wright, J. R. (2004). Civil and Environmental Systems Engineering. Upper Saddle River, NJ.: Pearson Prentice Hall.
Richardson, S., & Ternes, T. (2005). Water Analysis: Emerging Contaminants and Current Issues. Analytical Chemistry, 77(12), 3807-3838.
Ripley, B. (2016, 03 21). MASS: Support Functions and Datasets for Venables and Ripley's MASS. Retrieved from CRAN - Package MASS: https://cran.r-project.org/web/packages/MASS/index.html
Saaty, T. L. (1990). How to make a decision: The analytic hierarchy process. European Journal of Operational Research, 9-26.
Sample, D. J., & al., e. (2001). Geographic Information SYstems, Decision Support Systems, and Urban Storm-Water Management. Journal of Water Resources Planning and Management, 155-161.
Selman, B., & Kautz, H. A. (1993). An Empirical Study of Greedy Local Search for Satisfiability Testing. AAAI (pp. 46-51). Murray Hill, NJ: AT&T Bell Laboratories.
Servais, P., Seidl, M., & Mouchel, J.-M. (1999). Comparison of Parameters Characterizing Organic Matter in a Combined Sewer During Rainfall Events and Dry Weather. Water Environment Research, 71(4), 408-417.
Taebi, A., & Droste, R. L. (2004). Pollution loads in urban runoff and sanitary wastewater. Science of the Total Environment, 327(1-3), 175-184.
Thorolfsson. (1999). New strategies in stormwater-meltwater management in the city of Bergen, Norway. Water Science and Technology, 39(2), 169-176.
Toffol, S. D., Engelhard, C., & Rauch, W. (2007). Combined sewer system versus separate system – a comparison of ecological and economical performance indicators. Water Science and Technolgoy, 55(4), 255-264.
USEPA. (2015, 12 1). EPANET. Retrieved from US Environmental Protection Agency: http://www2.epa.gov/water-research/epanet
Western Regional Climate Center. (2005, 12 31). SPOKANE WSO AIRPORT, WASHINGTON Period of Record Monthly Climate Summary. (Western Regional Climate Center) Retrieved 01 28, 2015, from http://www.wrcc.dri.edu/cgi-bin/cliRECtM.pl?waspok
Wirahadikusumah, R., & al., e. (1998). Assessment technologies for sewer system rehabilitation. Automation in Construction, 259-270.
Wirahadikusumah, R., Abraham, D. M., & Castello, J. (1999). Markov decision process for sewer rehabilitation. Engineering, Construction and Architectural Management, 358-370.
Wolsey, L. A. (1998). Integer Programming. New Jersey: Wiley-Interscience.
Yazdanfar, Z., & Sharma, A. (2015). Urban drainage system planning and design – challenges with climate change and urbanization: a review. Water Science & Technology, 72(2), 165-179.