Appendix C. Simulation validation of the slope as an estimator of the standard deviation of residual discharge events.
From Eq. 15 we have a linear relationship between the squared residual discharge values (Mr) and the ln-transformed number of observations of events of this size (or):
|
(C.1) |
|
(C.2a) |
.
|
(C.2b) |
These equations lead us to the definition of the standard deviation of residual discharge events via the intercept (A) and slope (B) viz:
,
|
(C.3a) |
.
|
(C.3b) |
In this appendix we use simulated
data to measure the accuracy of estimates of
as estimated via Eq. 17b using the slope.
First we generate a series of random (independent) variates with a mean of zero and a range of values for the standard deviation:
.
|
(C.4) |
In this analysis we used values
between 0.1 and 10 at increments of 0.1 for
, reflecting
the range of values measured in streams (Appendix D) and drew 20 years of daily variates (i.e., N = 7300) reflecting the size of
datasets analyzed by Fourier (Appendix B). We then extracted positive residuals (e.g., high-flow events) from this
dataset (F~3650), counted observations within five equally spaced bins and
estimated the slope and intercept of this relationship (via Eq. C.1). Finally, we compared our
estimates of
to the actual standard deviation
, used to generate
residual discharge values in Eq. C.4. Estimation of
via the slope was nearly unbiased and the relationship was
almost exactly 1:1 (Fig. C1). Moreover, precision (e.g., gauged by the
range of the 95% confidence interval) is also high for all but very high values
for the true standard deviation. Thus,
we use the slope, B to estimate
using Eqs. 17b and C.3b.
|
FIG. C1. Results from validation experiment
using simulated data where the true standard deviation ( |