Water Stewardship Information Sources

Citation Blair, TJ. 2009. Stage Discharge Estimation using a 1D River Hydraulic Model and Spatially Variable Roughness. MSc Thesis, UBC.
Organization UBC
URL https://circle.ubc.ca/bitstream/handle/2429/17412/ubc_2010_spring_blair_tim.pdf?sequence=1
Abstract/Description or Keywords Stage-discharge relations (rating curves) are integral to stream gauging, yet the existing
empirical calibration methods are expensive, particularly in remote areas, and are limited
to low flows. Numerical modelling can provide stage-discharge relations from a single
site survey, reducing the overall cost, and can be fit to changing surface conditions. This
study explores a one-dimensional model to calculate theoretical stage-discharge relations
for four field sites in British Columbia that range in bed stability, bed structure,
hydrology and sediment supply. However, due to the non-linear relation between flow
and roughness we do not assume the conventional reach-averaged roughness and instead
employ a spatially-distributed roughness model. Furthermore, based on local grain size
distribution and refined field survey technique, new formulae for wetted perimeter, flow
area, and flow depth were developed that eliminate commonly held modelling
assumptions and reduce topographic error. The results show (1) good agreement with
Water Survey of Canada measurements, (2) distributed roughness provided an
improvement over spatially-averaged roughness, (3) spatial variability of the
geomorphology within the channel reach leads to shifts in the stage-discharge relations
and high sediment amplifies those shifts, and (4) the relations must be re-evaluated
following events that mobilize the bed. The method can be used to estimate high flows
and flows in remote locations and it does not require calibration. streamflow, monitoring, discharge
Information Type thesis
Regional Watershed Province
Sub-watershed if known
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