Open Access
Issue |
MATEC Web Conf.
Volume 103, 2017
International Symposium on Civil and Environmental Engineering 2016 (ISCEE 2016)
|
|
---|---|---|
Article Number | 04014 | |
Number of page(s) | 9 | |
Section | Urban Hydrology and Hydraulic Research | |
DOI | https://doi.org/10.1051/matecconf/201710304014 | |
Published online | 05 April 2017 |
- Manual Saliran Mesra Alam, Chapter 13: Design Rainfall, 14, (2001) [Google Scholar]
- K.S. Low, M.F. Haji Mahmood and S. Salleh, Hydrological Procedure No. 26, Estimation of Design Rainstorm in Sabah and Sarawak, (1983) [Google Scholar]
- Z. Li, C. Li, Z. Xu and X. Zhou, Frequency analysis of precipitation extremes in Heihe River basin based on generalized Pareto distribution, Stoch. Environ. Res. Risk Assess, 28, 1709–1721, (2014) [CrossRef] [Google Scholar]
- D. Huard, A. Mailhot and S. Duchesne, Bayesian estimation of intensity-durationfrequency curves and of the return period associated to a given rainfall event, Stoch. Environ. Res. Risk Assess., 24, 337, (2010) [CrossRef] [Google Scholar]
- F.J. Acero, J.A. Garcia and M.C. Gallego, Peaks-over-threshold study of trends in extreme rainfall over the Iberian Peninsula, Journal of Climate, 24, 1090, (2011) [CrossRef] [Google Scholar]
- A. Mailhot, S. Lachance-Cloutier, G. Talbot and A-C. Favre, Regional estimates of intense rainfall based on the peak-over-threshold (POT) approach, Journal of Hydrology, 476, 188, (2013) [CrossRef] [Google Scholar]
- A. Ben-Zvi, Rainfall intensity-duration-frequency curves from large samples, 11th International Conference on Urban Drainage, Edinburgh, Scotland, UK, (2008) [Google Scholar]
- E. Shamir, K.P. Georgakakos and M.J. Murphy Jr., Frequency analysis of the 7-8 December 2010 extreme precipitation in the Panama Canal watershed, Journal of Hydrology, 480, 140, (2013) [CrossRef] [Google Scholar]
- H. Van de Vyver and G.R. Demaree, Construction of intensity-duration-frequency (IDF) curves for precipitation at Lubumbashi, Congo, under the hypothesis of adequate data, Hydrological Sciences Journal, 55(4), 556–557, (2010) [CrossRef] [Google Scholar]
- S. Sarkar, N.K. Goel and B.S. Mathur, Development of isopluvial map using Lmoment approach for Tehri-Gahrwal Himalaya, Stoch. Environ. Res. Risk Assess., 24, 414, (2010) [CrossRef] [Google Scholar]
- M.M. Rashid, S.B. Faruque and J.B. Alam, Modelling of short duration rainfall intensity duration frequency (SDR-IDF) equation for Sylhet City in Bangladesh, ARPN Journal Science of Technology, 2(2), 92–95, (2012) [Google Scholar]
- J.R.M. Hosking, L-moments analysis and estimation of distributions using linear combination of order statistics, J. of the Royal Statistical Society Series B, 52(1), (1990) [Google Scholar]
- D. Koutsoyiannis and G. Baloutos, Analysis of a long record of annual maximum rainfall in Athens, Greece, and design rainfall inferences, Natural Hazards, 29, 37, (2000) [Google Scholar]
- S.S. Eslamian and H. Feizi, Maximum monthly rainfall analysis using L-moments for an arid region in Isfahan province, Iran, J. of Applied Meterology and Climatology, 46, 495, (2007) [Google Scholar]
- R.V. Ramana, B. Chakaravorty, N.R. Samal, N.G. Pandey and P. Mani, Development of intensity duration frequency curves using L-moment and GIS technique, J. of Applied Hydrology, XXI No.1 & 2, 88–100, (2008) [Google Scholar]
- J.P. Raiford, N.M. Aziz, A.A. Khan and D.N. Powell, Rainfall depth-duration frequency relationships for South Carolina, North Carolina, and Georgia, American Journal of Environmental Science, 3(2), 78–84, (2007) [CrossRef] [Google Scholar]
- P.S. Chu, X. Zhao, Y. Ruan and M. Grubbs, Extreme rainfall events in the Hawaiian Islands, J. of Applied Metereology and Climatology, 48, 502–516 (2009) [CrossRef] [Google Scholar]
- M.D. Norlida, I. Abutan, R. Abdullah, A.S. Yahaya, O. Sazali, M.D. Mohd Nor and M.S. Lariyah, Intensity-duration-frequency estimation using generalized Pareto distribution for urban area in a tropical region, 12nd International Conference on Urban Drainage, Porto Alegre/Brazil, (2011) [Google Scholar]
- S.C. Liew, S.V. Raghavan and S-Y. Liong, Development of intensity-durationfrequency curves at ungauged sites: risk management under changing climate, Geosciences Letter, 1(8), (2014) [Google Scholar]
- Reviewed and updated the Hydrological Procedure No.1 (Estimation of Design Rainstorm in Peninsular Malaysia), Volume I – Main Report, 32, (2010) [Google Scholar]
- N.Z. Abidin, M.B. Adam and H. Midi, The goodness-of-fit test for Gumbel distribution: a comparative study, Matematika, 28(1), 35, (2012) [Google Scholar]
- A. Ben-Zvi and B. Azmon, Joint use of L-moment diagram and goodness-of-fit test: a case study of diverse series, Journal of Hydrology, 198, 246, (1997) [CrossRef] [Google Scholar]
- M.A. Stephens, EDF statistics for goodness of fit and some somparisons, J. of the American Statistical Association, 69(347), 732, (1974) [Google Scholar]
- M.A. Stephens, Goodness of fit for the Extreme Value Distribution, Biometrika, 64(3), 587, (1977) [Google Scholar]
- M. Chandra, N.D. Singpurwalla and M.A. Stephens, Kolmogorov Statistics for tests of fit for the Extreme Value and Weibull Distributions, J. of the American Statistical Association, 76(375), 730, (1981) [Google Scholar]
- V. Choulakian and M.A. Stephens, Goodness-of-Fit tests for the Generalized Pareto Distribution, Technometrics, 43(4), 480, (2001) [CrossRef] [Google Scholar]
- B. Mohyment, G.R. Demaree and D.N. Faka, Establishment of IDF-curves for precipitation in the tropical area of Central Africa – comparison of techniques and results, Natural Hazards and Earth System Sciences, 4, 375–387, (2004) [CrossRef] [Google Scholar]
- O.O. Olofintoye, B.F. Sule and A.W. Salami, Best-fit probability distribution model for peak daily rainfall of selected cities in Nigeria, New York Science Journal, 2(3), (2009) [Google Scholar]
- S. Coles, L.R. Pericchi and S. Sisson, A fully probabilistic approach to extreme rainfall modelling, J. of Hydrology, 273, 35–50, (2003) [CrossRef] [Google Scholar]
- J.R.M Hosking and J.R. Wallis, Regional frequency analysis: an approach based on L-moments, Cambridge University Press, (1997) [Google Scholar]
- A.T. Silva, M.M. Portela, J. Baez and M. Naghettini, Construction of confidence intervals for extreme rainfall quantiles, Risk Analysis VIII, 299, (2012) [Google Scholar]
Current usage metrics show cumulative count of Article Views (full-text article views including HTML views, PDF and ePub downloads, according to the available data) and Abstracts Views on Vision4Press platform.
Data correspond to usage on the plateform after 2015. The current usage metrics is available 48-96 hours after online publication and is updated daily on week days.
Initial download of the metrics may take a while.