Geoscience Reference
In-Depth Information
Stedinger, J. R. (1980). Fitting log normal distributions to hydrologic data.
Water Resour. Res.
,
16
,
481-490.
Stedinger, J. R. and Baker, V. R. (1987). Surface water hydrology: historical paleoflood information.
Rev. Geophysics
,
25
, 119-124.
Stedinger, J. R. and Lu, L.-H. (1995). Appraisal of regional and index flood quantile estimators.
Stochast. Hydrol. and Hydraulics
,
9
, 49-75.
Sumioka, S. S., Kresch, D. L. and Kasnick, K. D. (1998).
Magnitude and frequency of floods in
Washington
, Water-Resour. Investigs. Rept. 97-4277. Tacoma, WA: US Department of the
Interior, US Geol. Survey. (http://wa.water.usgs.gov/reports/flood-freq/tables.html)
Tasker, G. D. and Stedinger, J. R. (1986). Regional skew with weighted LS regression.
J. Water Resour.
Plan. and Management, Proc. ASCE
,
112
, 225-237.
(1989). An operational GLS model for hydrologic regression.
J. Hydrol.
,
111
, 361-375.
Thomas, D. M. and Benson, M. A. (1970).
Generalization of streamflow characteristics from
drainage-basin characteristics
. Geol. Survey Water-Supply Paper 1975. Washington, DC: US
Department of the Interior.
Thomas, W. O. (1985). A uniform technique for flood frequency analysis.
J. Water Resour. Plann.
Management Proc. ASCE
,
111
, 321-337.
Turcotte, D. L. (1992).
Fractals and Chaos in Geology and Geophysics
. Cambridge: Cambridge
University Press.
(1994). Fractal theory and the estimation of extreme floods.
J. Res. Nat. Inst. Standards and
Technology
,
99
, 377-389.
Vaill, J. E. (2000).
Analysis of the magnitude and frequency of floods in Colorado
, Water-Resour.
Investigs. Rept. 99-4190. Denver, CO: US Department of the Interior, US Geol. Survey.
(http://water.usgs.gov/pubs/wri/wri99-4190/pdf/wrir99-4190 V1.pdf)
Weatherburn, C. E. (1961).
A First Course in Mathematical Statistics
. Cambridge: Cambridge
University Press.
Wiley, J. B., Atkins, Jr., J. T. and Tasker, G. D. (2000).
Estimating magnitude and frequency of peak
discharges for rural, unregulated streams in West Virginia
, Water-Resour. Investigs. Rept.
00-4080. Charleston, WV: US Department of the Interior, US Geol. Survey.
(http://water.usgs.gov/pubs/wri/wri004080/pdf/wri00-4080.pdf)
PROBLEMS
13.1
Prove both equations in (13.12).
13.2
Determine the second moment
m
2
=
σ
2
for the exponential distribution in terms of
λ
. The expo-
nential distribution has a density
f
(
x
)
=
λ
e
−
λ
x
for
x
≥
0 and
f
(
x
)
=
0 for
x
<
0.
13.3
Determine the fourth septile (i.e.
n
=
7) and the fifth octile (i.e.
n
=
8) for the exponential distri-
bution as defined in the previous problem.
13.4
Calculate the mean
μ
and the variance
σ
2
for the power distribution defined in Equations (13.85)
and (13.86) in terms of
a
and
b
.
13.5
Calculate the 95th percentile for the power distribution defined in Equations (13.85) and (13.86)
in terms of
a
and
b
.