94
Views
3
CrossRef citations to date
0
Altmetric
Case report

Clock hour correction effect on extreme value analysis of rainfall on Western Coast of India

ORCID Icon
Pages 390-402 | Received 09 May 2019, Accepted 29 Oct 2019, Published online: 10 Nov 2019

References

  • Ang, A.H.-S., and Tang, W.H. (2007). Probability concepts in engineering: Emphasis on applications in civil and environmental engineering, John Wiley and Sons, New York.
  • Atomic Energy Regulatory Board. (2008). AERB/NF/SG/S-3: Extreme values of meteorological parameters, AERB Safety Guide, AERB, Mumbai, India.
  • Ayyar, P.S.H., and Tripathi, N. (1973). “Relationship of the clock-hour to 60-min and the observational day to 1440-min rainfall.” Indian J. Meteorol. Geophys., 24, 279–282.
  • Benjamin, J.R., and Cornell, C.A. (1970). Probability, statistics and decision for civil engineers, McGraw-Hill, New York.
  • Boughton, W., and Jakob, D. (2008). “Adjustment factors for restricted rainfall.” Aust. J. Water Resour., 12(1), 37–48. Last accessed December 6, 2017. doi:https://doi.org/10.1080/13241583.2008.11465332
  • Coles, S. (2001). An introduction to statistical modeling of extreme values, Springer – Verlag London Limited, Great Britain.
  • Dauji, S. (2019). “Monsoon rainstorm characteristics for varying inter-event intervals at a site on West Coast of India.” J. Inst. Eng. (India) Ser. A, 100(2), 319–328. doi:https://doi.org/10.1007/s40030-018-00356-6
  • Dedrick, C.T., Brown, E.G., and Robie, R.B. (1976). Rainfall analysis for drainage design, ‘volume i short-duration precipitation, frequency data’ & ‘Vol. II. long-duration precipitation frequency data, Department of Water Resources, Bulletin No. 195. October 1976, State of California, USA.
  • Deshpande, N.R., Kulkarni, A., and Kumar, K.K. (2012). “Characteristic features of hourly rainfall in India.” Int. J. Climatol., 32, 1730–1744. doi:https://doi.org/10.1002/joc.2375
  • Deshpande, N.R. (2010). Chapter 5: Characteristic features of hourly rainfall data in India, Ph.D. Thesis, Pune University,  India. 120–141. https://doi.org/10.1177/1753193409103732
  • Dey, D.K., and Yan, J. (2016). Extreme value modeling and risk analysis: Methods and applications, CRC Press, Boca Raton.
  • Durrant, J., and Bowman, S. (2004). Estimation of rare design rainfalls for Western Australia, Application of the CRCFORGE method, Report No. HY17, Department of Environment, Surface Water Hydrology Report Series. Dec 2004, Report No. HY17, East Perth, Australia.
  • Dwyer, I.J., and Reed, D.W. (1995). Allowance for discretization in hydrological and environmental risk estimation, Report No. 123, Institute of Hydrology, Oxfordshire, U.K. ISBN 0 948540 67 2.
  • Fernando, W.C.D.K., and Wickramasuriya, S.S. (2011). “The hydro-meteorological estimation of probable maximum precipitation under varying scenarios in Sri Lanka.” Int. J. Climatol., 31, 668–676. doi:https://doi.org/10.1002/joc.2096
  • Goswami, B.N., Venugopal, V., Sengupta, D., Madhusoodanan, M.S., and Xavier, P.K. (2006). “Increasing trend of extreme rain events over India in a warming environment.” Science, 314, 1442–1445. doi:https://doi.org/10.1126/science.1132027
  • Guhathakurta, P., and Rajeevan, M. (2006). Trends in rainfall pattern over India, Report 2/2006, National Climate Centre, India Meteorological Department, India.
  • Gupta, A., Dauji, S., Srivastava, P.K., and Bhargava, K. (2018). “Extreme value analysis by graphical and Lieblein techniques for rainfall on western coast of India.” IWRA (India) J., 7(2), 38–45.
  • Hershfield, D.M. (1963). Rainfall frequency atlas of the United States, for durations from 30 minutes to 24 hours and return periods from 1 to 100 years, technical paper No. 40, Washington D. C., May 1961 Repaginated and Reprinted January 1963 - Cooperative Studies Section, Hydrologic Services Division, Engineering Division, Soil Conservation Service U.S. Department of Agriculture, U.S. Government Printing Office, Washington D.C., U.S.A.
  • Hershfield, D.M., and Wilson, W.T. (1958). Generalizing of rainfall-intensity-frequency data, IUGG/IAHS Publication No. 43, 499–506, Oxfordshire, U.K.
  • Indian Meteorological Department. (2015a). PMP atlas for west flowing rivers of western ghats, final report, volume I & II, CWC – IMD, February, RMSI, Noida, India.
  • Indian Meteorological Department. (2015b). PMP atlas for cauvery and other east flowing river basins final report volume I, CWC – IMD, RMSI, Noida, India.
  • IS 5542. (2003). Indian standard guide for storm analysis, Bureau of Indian Standards, New Delhi, India.
  • Kerr, R.L., McGinnis, D.F., Reich, B.M., and Rachford, T.M. (1970). Analysis of rainfall-duration-frequency for Pennsylvania, research publication No. 70, Institute of Research on Land and Water Resources, The Pennsylvania State University, U.S.A.
  • Khaladkar, R.M., Mahajan, P.N., and Kulkarni, J.R. (2009). Alarming Rise in the Number and Intensity of Extreme Point Rainfall Events over the Indian Region under Climate Change Scenario, RR 123, Indian Institute of Tropical Meteorology, ISSN 0252-1075.
  • Lan, P., Lin, B., Zhang, Y., and Chen, H. (2017). “Probable maximum precipitation estimation using the revised km-value method in Hong Kong.” J. Hydrol. Eng.(ASCE), 10.1061/(ASCE)HE.1943-5584.0001517.
  • Natural Environmental Research Council. (1975). Flood Studies Report (in five volumes), NERC, London.
  • NOAA Atlas 14. (2014). Precipitation-Frequency Atlas of the United States; Volume 6 Version 2.3, Silver Spring, California. Maryland, 2011 (revised 2014); National Weather Service; U.S. Department of Commerce.
  • Overeem, A., Buishand, A., and Holleman, I. (2008). “Rainfall depth-duration-frequency curves and their uncertainties.” J. Hydrol., 348, 124–134. doi:https://doi.org/10.1016/j.jhydrol.2007.09.044
  • Papalexiou, S.M., Dialynas, Y.G., and Grimaldi, S. (2016). “Hershfield factor revisited: Correcting annual maximum precipitation.” J. Hydrol., 542, 884–895. doi:https://doi.org/10.1016/j.jhydrol.2016.09.058
  • Van Montfort, M.A.J. (1990). “Sliding Maxima.” J. Hydrol., 118, 77–85. doi:https://doi.org/10.1016/0022-1694(90)90251-R
  • Weiss, L.L. (1964). “Ratio of true to fixed interval maximum rainfall. Proceedings of the American society of civil engineers.” J. Hydraul. Div., 90(1), 77–82.

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.