Geoscience Reference
In-Depth Information
Bobee, B. and Ashkar, F. (1991).
The Gamma Distribution and Derived Distributions Applied in
Hydrology
. Littleton, CO: Water Resour. Press.
Chow, V. T. (1954). The log-probability law and its engineering applications.
Proc. Amer. Soc. Civil
Eng., Hydraul. Div.
,
80
, 536.1-536.25.
Chowdhury, J. U. and Stedinger, J. R. (1991). Confidence intervals for design floods with estimated
skew coefficient.
J. Hydraul. Eng.
,
ASCE
,
117
, 811-831.
Cohn, T. A., Lane, W. L. and Baier, W. G. (1997). An algorithm for computing moments-based flood
quantile estimates when historical flood information is available.
Water Resour. Res.
,
33
,
2089-2096.
Cohn, T. A., Lane, W. L. and Stedinger, J. R. (2001). Confidence intervals for Expected Moments
Algorithm flood quantile estimates.
Water Resour. Res.
,
37
, 1695-1706.
Cruff, R. W. and Rantz, S. E. (1965).
A comparison of methods used in flood-frequency studies for
coastal basins in California
, Geol. Survey Water-Supply Paper 1580-E. Washington, DC: US
Department of the Interior.
Cunnane, C. (1978). Unbiased plotting positions-areview.
J. Hydrol.
,
37
, 205-222.
Dalrymple, T. (1960).
Flood-frequency analyses
, Geol. Survey Water-Supply Paper 1543-A.
Washington, DC: US Department of the Interior.
Foster, H. A. (1924). Theoretical frequency curves.
Trans. Amer. Soc. Civil Eng.
,
89
, 142-203.
Fuller, W. E. (1914).
Flood flows
.
Trans. Amer. Soc. Civil Eng.
,
77
, 564-617, 676-694.
Gumbel, E. J. (1954a).
Statistical Theory of Extremes and Some Practical Applications
, Appl. Math.
Ser. 33. Washington, DC: National Bureau of Standards.
(1954b). Statistical theory of droughts.
Proc. Amer. Soc. Civil Engrs., Hydraulics Div.
,
80
,
439.1-439.19.
(1958).
Statistics of Extremes
. New York: Columbia University Press.
Gupta, V. K., Mesa, O. J. and Dawdy, D. R. (1994). Multiscaling theory of flood peaks: Regional
quantile analysis.
Water Resour. Res.
,
30
, 3405-3421.
Hardison, C. H. (1974). Generalized skew coefficients of annual floods in the United States and their
application.
Water Resour. Res.
,
10
, 745-752.
Hazen, A. (1914a). Discussion on flood flows.
Trans. Amer. Soc. Civil Eng.
,
77
, 626-632.
(1914b). The storage to be provided in impounding reservoirs for municipal water supply.
Trans.
Amer. Soc. Civil Eng.
,
77
, 1539-1659.
(1930).
Flood Flows, A Study of Frequencies and Magnitudes
. New York: John Wiley, Inc.
Hershfield, D. M. (1970a). Generalizing dry-day frequency data.
J. Amer. Water Works Assoc.
,
62
,
51-54.
(1970b). A comparison of conditional and unconditional probabilities for wet- and dry-day
sequences.
J. Appl. Meteor.
,
9
, 825-827.
(1971). The frequency of dry periods in Maryland.
Chesapeake Sci.
,
12
, 72-84.
Hirsch, R. M. and Stedinger, J. R. (1987). Plotting positions for historical floods and their precision.
Water Resour. Res.
,
23
, 715-727.
Hodgkins, G. (1999).
Estimating the magnitude of peak flows for streams
in
Maine for selected
recurrence intervals
, Water-Resour. Investig. Rept. 99-4008, Augusta, ME: US Department of
the Interior, US Geol. Survey. (http://me.water.usgs.gov/99-4008.pdf)
Hosking, J. R. M. and Wallis, J. R. (1997). Regional Frequency Analysis: An Approach Based on
L-Moments. Cambridge: Cambridge University Press.
Horton, R. E. (1914). Discussion on flood flows.
Trans. Amer. Soc. Civil Eng.
,
77
, 663-670.
Interagency Advisory Committee on Water Data (1982).
Guidelines for Determining Flood Flow
Frequency
, Bulletin 17B. Reston, VA: US Department of the Interior, Geol. Survey, Office of
Water Data Coordination.
