Revisiting the Harrison River stage-fall relation Dave Hutchinson National Hydrologic Service Environment Canada Vancouver, BC

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Page 3 Harrison – Fraser Confluence

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Revisiting the Harrison River stage-fall relation Dave Hutchinson National Hydrologic Service Environment Canada Vancouver, BC Page 2 Harrison River Last major tributary of Fraser River Represents 3.5% of Fraser watershed but 16% of mean annual discharge Fraser River lowlands population to more than 2.5 million people Page 3 Harrison Fraser Confluence Page 4 History and Motivation A.G. Smith (IWD) developed a stage-fall model (J- Curve) for predicting mean daily discharge at the outlet of Harrison Lake (WSC id: 08MG013) Mike 11 modelling of lower Fraser River has questioned published mean daily values at the gauge Migration of hydrometric computations to Aquarius Hydrometric Workstation Page 5 Excel J-Curve Model Page 6 Questions Can a new stage-fall relation be developed for Harrison River? How do the results compare to the J-Curve model? Page 7 Stage-Fall Models Applicable for steady flow conditions where backwater is due to changes in energy slope over the control reach Mannings Equation: Page 8 Constant-Fall Models If the fall (F r ) can be assumed constant (i.e, channel control): Use non-linear regression to fit the following equation (4 unknowns): Page 9 Hydrometric Network (Fall relation) Harrison R below Morris Creek [08MG022] Harrison Lk at Harrison Hotsprings [08MG012] Q mmnt locn Page 10 Data and Methods 15 min water level at Harrison Lk (08MG012) and Harrison River (08MG022) for Discharge observations at 08MG013 (Harrison R) (n=50) All analyses and graphics conducted using R (www.r- project.org) and associated packages (XLConnect, ggplot2, zoo)www.r- project.org Page 11 Stage-Discharge Relation Page 12 Fall-Adjusted Relation Page 13 Fall-Adjusted Relation Page 14 Results Page 15 Residuals Plots Page 16 Residuals Plots Page 17 Model Comparison Page 18 Model Comparison Page 19 Next Steps Evaluate stability of new model (moving avg fall?) Determine if bias in old model is due to technician error Conduct analysis of mean daily flows against WSC revision criteria Integrate model within WSC data production system (Aquarius) Page 20 Thank-you! Page 21 Next Steps - Index Velocity?