Abstract
A stochastic single storm pattern with a peak of rainfall is theoretically derived from the bivariate exponential probability density function defined by Freund. Two typical design storm patterns: backward peaked type and central peaked type are prescribed by three parameters: the reduced variate yP of the peak rainfall intensity, the autocorrelation index k, and the conditional probability F. A new conditional probability intensity-duration formula is proposed by integrating the given design storm hyetograph. Furthermore, a practical estimation method of the three parameters prescribing the design storm and the intensity-duration curve is clearly shown and demonstrated using actual rainfall data.
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callDisclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.
