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ClimateChange Assessment Guide.pdf - University of Waterloo

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Appendix E E-57Subwatershed 19 Case Study AquaResource Inc., 2008. Part A report, Conceptual & Numerical Model Development. Pilot Project for the MNR Tier3 Water Budget & Water Quantity Risk <strong>Assessment</strong>, Town <strong>of</strong> Orangeville.Bicknell, B., J. Imh<strong>of</strong>f, J. K. Jr, T. Jobes, and A. Donigian. 2001. Hydrological Simulation Program - FORTRAN HSPF,Version 12 User's Manual. A report by AQUA TERRA Consultants, Mountainview, California to NationalExposure Research Laboratory, Office <strong>of</strong> Research and Development, US Environmental Protection Agency,Athens, Georgia.Clean Water Act. 2006. Province <strong>of</strong> Ontario.Credit Valley Conservation. 2009. Tier Two Integrated Water Budget Report – Credit Valley Source Protection Area.Source Protection Committee Accepted Draft.Credit Valley Conservation. 2008. Headwaters Subwatershed Study, Subwatershed 19, Phase 1: CharacterizationReport. A report by Credit Valley Conservation, Mississauga, Ontario.Credit Valley Conservation and EBNFLO Environmental. 2008. Watershed Model Development and Application toFuture Management Scenarios. A draft report for the CVC Water Quality Strategy.EBNFLO Environmental. 2009. Streamflow and Water Quality Model Setup and Scenario Modelling in Subwatershed19. A draft report for Credit Valley Conservation.Harbaugh, A.W., and McDonald, M.G., 1996, User’s documentation for MODFLOW-96, an update to the U.S.Geological Survey modular finite-difference ground-water flow model: U.S. Geological Survey Open File Report91-484. 358 p.Hummel, P., J. Kittle, Jr., and M. Gray. 2001. WDMUtil Version 2.0, A tool for managing watershed modeling timeseries data, Users manual, A report to the U.S. EPA, EPA contract #68-C-98-101, Washington, D.C.Jensen, M. E., and H. R. Haise. 1963. Estimating evapotranspiration from solar radiation. Proc. American Society <strong>of</strong>Civil Engineers, Journal <strong>of</strong> Irrigation and Drainage, 89:15-41.McDonald, M.G., and A.W. Harbaugh, 1988. A Modular Three-Dimensional Finite Difference Groundwater FlowModel. Techniques <strong>of</strong> Water Resources Investigations <strong>of</strong> the United States Geological Survey, Book 6: ModelingTechniques. U.S. Department <strong>of</strong> the Interior, US Geological Survey, National Centre, Reston, Virginia.Ontario Ministry <strong>of</strong> the Environment. 2007. DRAFT <strong>Assessment</strong> Report: Guidance Module 7. Water Budget andWater Quantity Risk <strong>Assessment</strong>. Accessible at: http://www.ene.gov.on.ca/envision/gp/5600e_waterbudget.<strong>pdf</strong>Ontario Ministry <strong>of</strong> the Environment. 2009. Clean Water Act (2006). Technical Rules: <strong>Assessment</strong> Report.Schroeter & Associates. 2004. GAWSER: Guelph All-Weather Sequential-Events Run<strong>of</strong>f Model, Version 6.5, Training<strong>Guide</strong> and Reference Manual. Submitted to the Ontario Ministry <strong>of</strong> Natural Resources and the Grand RiverConservation Authority.<strong>Waterloo</strong> Hydrogeologic Inc., 2005. Visual MODFLOW v. 4.1, Users Manual for Pr<strong>of</strong>essional Applications in Three-Dimensional Groundwater Flow and Contaminant Transport Modeling. <strong>Waterloo</strong>, Ontario.

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