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Case Report

Comprehensive Extreme Rainfall Analysis: A study on Ahmedabad region, India

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Pages 438-448 | Received 24 Aug 2020, Accepted 16 Mar 2021, Published online: 05 Apr 2021

References

  • Abidin, N.Z., and Adam, M.B. (2014). “Model selection and validation of extreme distribution by goodness-of-fit test based on conditional position.” Am. Inst. Phys. Conf. Proc., 1613(1), 195–207.
  • AMC. (2020). “Ahmedabad Municipal Corporation.” accessed on. https://ahmedabadcity.gov.in/portal/jsp/Static_pages/weather.jsp (November 29, 2020).
  • Attri, S.D., and Tyagi, A. (2010). “Climate profile of India.” Environment Monitoring and Research Center, Government of India, Ministry of Earth Sciences, India Meteorological Department: New Delhi, India. Met Monograph No. Environment Meteorology–01/2010
  • Ayyar, Ȉ.H.P.S., 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(3), 279–282.
  • Choulakian, V., and Stephens, M.A. (2001). “Goodness-of-fit tests for the generalized Pareto distribution.” Technometrics, 43(4), 478–484. doi:10.1198/00401700152672573.
  • Chow, V.T. (1964). Handbook of applied hydrology: A compendium of water-resources technology, McGraw Hill, New York (USA), ISBN 07-010774–2.
  • Chow, V.T., Maidment, D.R., and Mays, L.W. (1988). Applied hydrology, Tata McGraw-Hill Education (India) Private Limited, New Delhi, India.
  • Coles, S. (2001). An introduction to statistical modelling of extreme values, Springer-Verlag, London, ISBN 978-1-84996-874–4.
  • CPHEEO (Central Public Health and Environmental Engineering Organization). (2019). “Ministry of housing and urban affairs, Government of India, manual on storm water drainage system, volume i-part a: Engineering design.”
  • CWC, (1987). “Flood estimation report for Mahi and Sabarmati (Subzone-3a).” New Delhi, India.
  • Dabanlı, İ., Şen, Z., Yeleğen, M.Ö., Şişman, E., Selek, B., and Güçlü, Y.S. (2016). “Trend assessment by the Innovative-Şen method.” Water. Resour. Manag., 30(14), 5193–5203. doi:10.1007/s11269-016-1478-4.
  • Dauji, S. (2019). “Clock hour correction effect on extreme value analysis of rainfall on Western Coast of India.” ISH. J. Hydraul. Eng., 1–13. doi:10.1080/09715010.2019.1687338.
  • Dauji, S. (2020). “Author’s reply to discussion of ‘clock hour correction effect on extreme value analysis of rainfall on Western Coast of India’.” ISH. J. Hydraul. Eng., 1–2. doi:10.1080/09715010.2020.1792363.
  • Dave, H., and James, M.E. (2017). “Characteristics of intense rainfall over Gujarat State (India) based on percentile criteria.” Hydrol. Sci. J., 62(12), 2035–2048. doi:10.1080/02626667.2017.1357818.
  • Deshpande, N.R. (2010). Chapter 5: Characteristic features of hourly rainfall data in India, Ph.D. Thesis, Pune University, India. 120–141.
  • Dhar, O.N., and Ramchandran, G. (1970). “Short duration analysis of Calcutta (Dum-Dum) rainfall.” Indian. J. Meteorol. Geophys., 21, 93–102.
  • Dwyer, I.J., and Reed, D.W. (1994). “Effective fractal dimension and corrections to the mean of annual maxima.” J. Hydrol., 157(1–4), 13–34. doi:10.1016/0022-1694(94)90096-5.
  • Dwyer, I.J., and Reed, D.W. (1995). Allowance for discretization in hydrological and environmental risk estimation, Institute of Hydrology, Wallingford, U.K, Report No. 123 ISBN 0948540672.
  • Fowler, H.J., Ekström, M., Kilsby, C.G., and Jones, P.D. (2005). “New estimates of future changes in extreme rainfall across the UK using regional climate model integrations. 1. Assessment of control climate.” J. Hydrol., 300(1–4), 212–233. doi:10.1016/j.jhydrol.2004.06.017.
  • Hamed, K.H., and Rao, A.R. (1998). “A modified Mann-Kendall trend test for autocorrelated data.” J. Hydrol., 204(1–4), 182–196. doi:10.1016/S0022-1694(97)00125-X.
  • Hershfield, D.M. (1961). Technical paper, 40: Rainfall frequency atlas of the United States, Department of commerce. Weather Bureau, Washington, DC.
  • Hershfield, D.M., and Wilson, W.T. (1957). “Generalizing of rainfall-intensity-frequency data. AIHS.” Gen. Ass. Toronto., 1, 499–506.
  • Huff, F.A., and Angel, J.R. (1992). “Rainfall frequency atlas of the Midwest.” Illinois State Water Surv Bull, 71. Midwest Climate Center Research Rep. 92-03, Illinois State Water Survey, Champaign, IL.
  • IRC: SP:42. (2014). “Guidelines of road drainage, indian road congress.” New Delhi, India.
  • IS 5542. (2003). “Guide for storm analysis, Bureau of Indian Standards.” New Delhi, India.
  • Llabrés-Brustenga, A., Rius, A., Rodríguez-Solà, R., and Casas-Castillo, M.C. (2020). “Influence of regional and seasonal rainfall patterns on the ratio between fixed and unrestricted measured intervals of rainfall amounts.” Theor. Appl. Climatol., 140(1–2), 389–440. doi:10.1007/s00704-020-03091-w.
  • Madsen, H., Rasmussen, P.F., and Rosbjerg, D. (1997). “Comparison of annual maximum series and partial duration series methods for modelling extreme hydrologic events: 1. At‐site modelling.” Water. Resour. Res., 33(4), 747–757. doi:10.1029/96WR03848.
  • Martins, E.S., and Stedinger, J.R. (2000). “Generalized maximum‐likelihood generalized extreme‐value quantile estimators for hydrologic data.” Water. Resour. Res., 36(3), 737–744. doi:10.1029/1999WR900330.
  • Morbidelli, R., Saltalippi, C., Flammini, A., Cifrodelli, M., Picciafuoco, T., Corradini, C., … Wilkinson, S.M. (2017). “Effect of temporal aggregation on the estimate of annual maximum rainfall depths for the design of hydraulic infrastructure systems.”J. Hydrol., 554, 710–720.doi:10.1016/j.jhydrol.2017.09.050.
  • Papalexiou, S.M., Dialynas, Y.G., and Grimaldi, S. (2016). “Hershfield factor revisited: Correcting annual maximum precipitation.”J. Hydrol., 542, 884–895.doi:10.1016/j.jhydrol.2016.09.058.
  • Patel, A., Timbadiya, P.V., and Patel, P.L. (2015). Development of IDF curve under non- stationary meteorological condition, Proceedings of 36th IAHR World Congress-2015, The Hague, The Netherlands.
  • Şen, Z. (2012). “Innovative trend analysis methodology.” J. Hydrol. Eng., 17(9), 1042–1046. doi:10.1061/(ASCE)HE.1943-5584.0000556.
  • “PMP atlas for west flowing rivers of western ghats, final report, volume I and II, CWC – IMD, Indian Meteorological Department.” (2015a). RMSI, Noida, India.
  • Stephens, M.A. (1974). “EDF statistics for goodness of fit and some comparisons.” J. Am. Stat. Assoc., 69(347), 730–737. doi:10.1080/01621459.1974.10480196.
  • Timbadiya, P.V., and Ghate, A. (2020). “Discussion of ‘Clock hour correction effect on extreme value analysis of rainfall on Western Coast of India’ by Dauji (2019).” ISH. J. Hydraul. Eng., 1–2. doi:10.1080/09715010.2020.1792362.
  • Van Montfort, M.A. (1990). “Sliding maxima.” J. Hydrol., 118(1–4), 77–85. doi:10.1016/0022-1694(90)90251-R.
  • Van Montfort, M.A. (1997). “Concomitants of the Hershfield factor.” J. Hydrol., 194(1–4), 357–365. doi:10.1016/S0022-1694(96)03212-X.
  • Weiss, L.L. (1964). “Ratio of true to fixed-interval maximum rainfall.” J. Hydraul. Div., 90(1), 77–82. doi:10.1061/JYCEAJ.0001008.
  • Yoo, C., Jun, C., and Park, C. (2015). “Effect of rainfall temporal distribution on the conversion factor to convert the fixed-interval into true-interval rainfall.” J. Hydrol. Eng., 20(10), 04015018. doi:10.1061/(ASCE)HE.1943-5584.0001178.
  • Young, C.B., and McEnroe, B.M. (2003). “Sampling adjustment factors for rainfall recorded at fixed time intervals.” J. Hydrol. Eng., 8(5), 294–296. doi:10.1061/(ASCE)1084-0699(2003)8:5(294).

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