IDF Curves Using the Frank Archimedean Copula-Reference-Cited by-同舟云学术

IDF Curves Using the Frank Archimedean Copula

Published:2007-11 Issue:6 Volume:12 Page:651-662
ISSN:1084-0699
Container-title:Journal of Hydrologic Engineering
language:en
Short-container-title:J. Hydrol. Eng.

Author:

Singh Vijay P.¹²,Zhang Lan¹²

Affiliation:

1. Caroline and William N. Lehrer Distinguished Chair in Water Engineering, Dept. of Biological and Agricultural Engineering, Texas A&M Univ., College Station, TX 77843-2117.

2. Research Associate, Dept. of Civil and Environmental Engineering, Louisiana State Univ., Baton Rouge, LA 70803-6405.

Publisher

American Society of Civil Engineers (ASCE)

Subject

General Environmental Science,Water Science and Technology,Civil and Structural Engineering,Environmental Chemistry

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291084-0699%282007%2912%3A6%28651%29

Reference61 articles.

1. Regional rainfall depth-duration-frequency equations for Canada

2. Babak N. Singh V. P. and Yu F. X. (1991). LADOTD 24-hour rainfall frequency maps and I-D-F curves Louisiana Transportation Research Center Baton Rouge La.

3. Bivariate exponential model applied to intensities and durations of extreme rainfall

4. Rainfall depth-duration-frequency studies for Sri Lanka

5. Generalized rainfall-duration-frequency relationships;Bell F. C.;J. Hydr. Div.,1969

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