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RISClosure to “<i>New Plotting‐Position Formula for Pearson Type‐III Distribution</i>” by Van‐Thanh‐Van Nguyen, Nophadol In‐na, and Bernard Bobbee (June, 1989, Vol. 115, No. 6)
Publisher: American Society of Civil Engineers
Regional Estimation of Floods for Ungauged Sites Using Partial Duration Series and Scaling Approach
Publisher: American Society of Civil Engineers
Comparison of Homogenous Region Delineation Approaches for Regional Flood Frequency Analysis at Ungauged Sites
Publisher: American Society of Civil Engineers
Abstract: The occurrence of floods and their impacts on hydrologic systems and society are critical considerations in the design and management of a large number of water resources projects. As streamflow records are often limited ...
Decision-Support Tool for Constructing Robust Rainfall IDF Relations in Consideration of Model Uncertainty
Publisher: American Society of Civil Engineers
Abstract: Intensity-duration-frequency (IDF) relations are essential for estimating extreme rainfalls for the design of various hydraulic structures. However, in current engineering practice, the construction of these relations ...
New Plotting‐position Formula For Pearson Type‐III Distribution
Publisher: American Society of Civil Engineers
Abstract: The main objective of this paper is to develop a new unbiased plotting‐position formula for the Pearson type‐III (P3) distribution. The probabilityweighted moment (PWM) method is used to estimate the exact plotting positions. ...