Record Details

Watershed and climate influences on flood frequency distributions in the Willamette River basin

ScholarsArchive at Oregon State University

Field Value
Title Watershed and climate influences on flood frequency distributions in the Willamette River basin
Names Tolle, Timothy Victor (creator)
Rosenfeld, Charles (advisor)
Date Issued 1978-05-18 (iso8601)
Note Graduation date: 1979
Abstract Problem areas identified are: The needs a) to develop curve
fitting procedures to estimate flood flow distributions; b) to
incorporate precipitation data into frequency analysis procedures;
and c) to better define flood potentials for ungauged streams.
Closely related to the above, it is noted that variables commonly
used to estimate flood magnitudes usually do not serve as optimum
predictors. Hydrophysical variables are shown to increase the
ability to estimate flood magnitudes of all frequencies within the
Willamette River basin of western Oregon.
The major hypotheses tested show that the traditional
"regionalization" procedure is not hydrologically sound. The objective
herein is to regionalize flood distributions by basin parameters.
These parameters include climatic variables that are hydrologically
meaningful and easy to measure or estimate.
Regression equations are developed to estimate the descriptive
statistics of each stream's flood distribution. The mean of the
logarithms of the annual peak flows describes numerically the
position of a flood frequency curve. The standard deviation of
the logarithms of the peak flows describes numerically the slope of
the flood frequency curve assuming a log-normal or log Pearson type
III distribution.
Watershed relief is the strongest estimator of flood distributions
for all but the low elevation streams (R² = 56%). Relief
influences within-basin climatic variability. Large flood climatology
differences yield desynchronized runoff from the various
source areas. Only rarely do the different elevation areas synchronize
and then they yield exceptionally large peak flows.
Antecedent conditions are shown to be related to flood
distributions. Those basins with large year-to-year differences
in antecedent conditions have steeper flood frequency curves
(R² = 76%). Precipitation zones, soil permeability, and forest
cover all influence antecedent conditions. Drier basins with
permeable soils and forest cover have steeper flood frequency curves.
Lakes and ponds act as sinks on all peak flows, and streams
which flow through them have less steep flood frequency curves. In
combination with watershed relief and mean annual precipitation,
these three variables explain 86% of the stream-to-stream
differences in the slopes of flood frequency curves in the
Willamette River basin.
Drainage area, terrain roughness, forest cover, and precipitation
explain over 95% of the stream-to-stream differences
in average flood magnitudes. Steeper slopes yield larger flood
peaks as does lesser forest cover. As elevation increases,
average flood magnitudes decrease, but extreme peak flows are
larger.
Collectively these estimation equations reduce standard errors
of 50-year floods from over 40% to less than 14%. They also reduce
standard errors of ten-year and 25-year floods from 46% to 15%.
Genre Thesis/Dissertation
Topic Floods -- Willamette River Basin
Identifier http://hdl.handle.net/1957/42607

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