Frequency analysis of extreme rainfall using L-moment
โ Scribed by Soon H. Lee; Sung J. Maeng
- Publisher
- John Wiley and Sons
- Year
- 2003
- Tongue
- English
- Weight
- 125 KB
- Volume
- 52
- Category
- Article
- ISSN
- 1531-0353
- DOI
- 10.1002/ird.90
No coin nor oath required. For personal study only.
โฆ Synopsis
Abstract
This research seeks to derive the design rainfalls through the Lโmoment with the test of homogeneity, independence and outlier of data on annual maximum daily rainfall in 38 Korean rainfall stations. To select the appropriate distribution of annual maximum daily rainfall data according to rainfall station, generalized extreme value (GEV), generalized logistic (GLO) and generalized pareto (GPA) probability distributions were applied and their aptness was judged using an Lโmoment ratio diagram and the KolmogorovโSmirnov (KโS) test. The GEV and GLO distributions were selected as the appropriate distributions. Their parameters were estimated from the observed and simulated annual maximum daily rainfall using Monte Carlo techniques. Design rainfalls were then derived using the Lโmoment. Appropriate design rainfalls were suggested by doing a comparative analysis of design rainfall from the GEV and GLO distributions according to rainfall stations. Copyright ยฉ 2003 John Wiley & Sons, Ltd.
๐ SIMILAR VOLUMES
The objective of this study is to induce the design drought rainfall by the L-moment methodology using the data of minimum monthly rainfall for consecutive duration for 1, 2, 4, 6, 9 and 12 months for 57 rainfall stations in Korea. To select appropriate distribution of the data for minimum monthly
## Abstract This work is an assessment of frequency of extreme values (EVs) of daily rainfall in the city of Sao Paulo, Brazil, over the period 1933โ2005, based on the peaksโoverโthreshold (POT) and Generalized Pareto Distribution (GPD) approach. Usually, a GPD model is fitted to a sample of POT va
## Abstract Multiโday rainfall events are an important cause of recent severe flooding in the UK, and any change in the magnitude of such events may have severe impacts upon urban structures such as dams, urban drainage systems and flood defences and cause failures to occur. Regional pooling of 1โ,