Closure to “Log-Pearson Type 3 Distribution and Its Application in Flood Frequency Analysis. II: Parameter Estimation Methods” by V. W. Griffis and J. R. Stedinger
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Volume 14, Issue 2
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References
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Chowdhury, J. U., and Stedinger, J. R. (1991). “Confidence intervals for design floods with estimated skew coefficient.” J. Hydraul. Eng., 117(7), 811–831.
Griffis, V. W., and Stedinger, J. R. (2007). “Log-Pearson type 3 distribution and its application in flood frequency analysis, 2. Parameter estimation methods.” J. Hydrol. Eng., 12(5), 492–500.
Gruber, A. M., and Stedinger, J. R. (2008). “Models of LP3 regional skew, data selection, and Bayesian GLS regression.” Proc., World Environmental & Water Resources Conference 2008, R. Babcock and R. Walton, eds., ASCE, Reston, Va., Paper No. 596.
Stedinger, J. R. (1980). “Fitting log normal distributions to hydrologic data.” Water Resour. Res., 16(3), 481–490.
Stedinger, J. R. (1983). “Design events with specified flood risk.” Water Resour. Res., 19(2), 511–522.
Stedinger, J. R. (1997). “Expected probability and annual damage estimators.” J. Water Resour. Plann. Manage., 123(2), 125–135.
Stedinger, J. R., and Griffis, V. W. (2008). “Flood frequency analysis in the United States: Time to update.” J. Hydrol. Eng., 13(4), 199–204.
Tasker, G. D., and Stedinger, J. R. (1986). “Estimating generalized skew with weighted least squares regression.” J. Water Resour. Plann. Manage., 112(2), 225–237.
Information & Authors
Information
Published In
Journal of Hydrologic Engineering
Volume 14 • Issue 2 • February 2009
Pages: 209 - 212
Copyright
© 2009 ASCE.
History
Received: Jul 22, 2008
Accepted: Jul 23, 2008
Published online: Feb 1, 2009
Published in print: Feb 2009
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