A Novel Approach for the Joint Use of Rainfall Monthly and Daily Ground Station Data with TRMM Data to Generate IDF Estimates in a Poorly Gauged Arid Region

Abstract

In poorly gauged regions, rainfall data are often short or even absent, hindering the possibility of estimating Intensity-Duration-Frequency (IDF) relations with operationally acceptable accuracy. In this research, a novel idea is presented for the use of three separate rainfall datasets: maximum annual daily data, monthly data and Tropical Rainfall Measuring Mission (TRMM) satellite data to develop robust IDF in Namibe, south ofAngola. TRMM data is used to derive relations between maximum monthly and maximum daily rainfall and between sub-daily and daily rainfall depths. Frequency analysis is undertaken on the mixed daily record using several distributions and the best fitting is selected based on discriminant plots of the distribution tails and the moment ratio diagram as well as Bayesian criteria. The IDF curves are derived based on the estimates of daily rainfall at various return periods, with the derived sub-daily rainfall duration ratios. Robust IDFs are thus developed for a scarce data region inAfrica.

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A. Awadallah and N. Awadallah, "A Novel Approach for the Joint Use of Rainfall Monthly and Daily Ground Station Data with TRMM Data to Generate IDF Estimates in a Poorly Gauged Arid Region," Open Journal of Modern Hydrology, Vol. 3 No. 1, 2013, pp. 1-7. doi: 10.4236/ojmh.2013.31001.

Conflicts of Interest

The authors declare no conflicts of interest.

References

[1] A. T. Haile, T. Rientjes, E. Habib and V. Jetten, “Rain Event Properties and Dimensionless Rain Event Hyetographs at the Source of the Blue Nile River,” Journal of Hydrology and Earth System Sciences, Vol. 15, 2011, pp. 1023-1034. doi:10.5194/hess-15-1023-2011
[2] A. T. Haile, T. H. M. Rientjes, A. Gieske and M. Gebremichael, “Rainfall Variability over Mountainous and Adjacent Lake Areas: The Case of Lake Tana Basin at the Source of the Blue Nile River,” Journal of Applied Meteorology and Climatology, Vol. 48, 2009, pp. 1696-1717. doi:10.1175/2009JAMC2092.1
[3] D. A. Hughes, “Comparison of Satellite Rainfall Data with Observations from Gauging Station Networks,” Journal of Hydrology, Vol. 327, No. 3-4, 2006, pp. 399-410. doi:10.1016/j.jhydrol.2005.11.041
[4] S. Nicholson, “On the Question of the “Recovery” of the Rains in the West African Sahel,” Journal of Arid Environments, Vol. 63, No. 3, 2005, pp. 615-641. doi:10.1016/j.jaridenv.2005.03.004
[5] L. Li, Y. Hong, J. Wang, R. F. Adler, F. S. Policelli, S. Habib, D. Irwn, T. Korme and L. Okello, “Evaluation of the Real-Time TRMM-Based Multi-Satellite Precipitation Analysis for an Operational Flood Prediction System in Nzoia Basin, Lake Victoria, Africa,” Natural Hazards, Vol. 50, No. 1, 2009, pp. 109-123. doi:10.1007/s11069-008-9324-5
[6] K. Adjei, L. Ren, E. Appiah-Adjei, K. Kankam-Yeboah and A. Agyapong, “Validation of TRMM Data in the Black Volta Basin of Ghana,” Journal of Hydrologic Engineering, Vol. 17, No. 5, 2012, pp. 647-654. doi:10.1061/(ASCE)HE.1943-5584.0000487
[7] A. G. Awadallah, M. El Gamal, M. El Mostafa and H. El Badry, “Developing Intensity-Duration-Frequency Curves in Scarce Data Region: An Approach Using Regional Analysis and Satellite Data,” Engineering, Vol. 3, No. 3, 2011, pp. 215-226. doi:10.4236/eng.2011.33025
[8] T. A. Endreny and N. Imbeah, “Generating Robust Rainfall Intensity-Duration-Frequency Estimates with ShortRecord Satellite Data,” Journal of Hydrology, Vol. 371, No. 1-4, 2009, pp. 182-191. doi:10.1016/j.jhydrol.2009.03.027
[9] National Oceanic and Atmospheric Agency (NOAA), “Angola Climatological Data,” 2012. http://docs.lib.noaa.gov/rescue/data_rescue_angola.html
[10] G. J. Huffman, R. F. Adler, D. T. Bolvin, G. Gu, E. J. Nelkin, K. P. Bowman, Y. Hong, E. F. Stocker and D. B. Wolff, “The TRMM Multi-Satellite Precipitation Analysis: Quasi-Global, Multi-Year, Combined Sensor Precipitation Estimates at Fine Scale,” Journal of Hydrometeorology, Vol. 8, 2007, pp. 38-55. doi:10.1175/JHM560.1
[11] H. B. Mann and D. R. Whitney, “On a Test of whether One of Two Random Variables Is Stochastically Larger than the Other,” Annals of Mathematical Statistics, Vol. 18, No. 1, 1947, pp. 50-60. doi:10.1214/aoms/1177730491
[12] F. Wilcoxon, “Individual Comparisons by Ranking Methods,” Biometrics, Vol. 1, No. 6, 1945, pp. 80-83. doi:10.2307/3001968
[13] L. E. Moses, “A Two-Sample Test,” Psychometrika, Vol. 17, No. 3, 1952, pp. 239-247. doi:10.1007/BF02288755
[14] M. A. Stephens, “EDF Statistics for Goodness of Fit and Some Comparisons,” Journal of the American Statistical Association, Vol. 69, No. 347, 1974, pp. 730-737. doi:10.1080/01621459.1974.10480196
[15] H. Levene, “Robust Tests for Equality of Variances,” In: I. Olkin, et al., Eds., Contributions to Probability and Statistics: Essays in Honor of Harold Hotelling, Stanford University Press, Palo Alto, 1960, pp. 278-292.
[16] W. J. Conover, “Practical Nonparametric Statistics,” 3rd Edition, John Wiley, Hoboken, 1980.
[17] INRS, “Guide for the Use of the Decision Support System (DSS) for HYFRAN plus Software,” Institute National de Recherche Scientifique, Eau, Terre et Environnement, Québec, 2008.
[18] S. El Adlouni, B. Bobée and T. B. M. J. Ouarda, “On the Tails of Extreme Event Distributions in Hydrology,” Journal of Hydrology, Vol. 355, No. 1-4, 2008, pp. 16-33. doi:10.1016/j.jhydrol.2008.02.011
[19] H. Akaike, “Information Theory and Extension of the Maximum Likelihood Principle,” In: B. N. Petrov and F. Csaki, Eds., 2nd International Symposium on Information Theory, Akadémiai Kiado, Budapest, 1973, pp. 267-281.
[20] H. Akaike, “Markovian Representation of Stochastic Processes and Its Application to the Analysis of Autoregressive Moving Average Processes,” Annals of the Institute of Statistical Mathematics, Vol. 26, 1974, pp. 363387. doi:10.1007/BF02479833
[21] G. Schwarz, “Estimating the Dimension of a Model,” The Annals of Statistics, Vol. 6, No. 2, 1978, pp. 461-464. doi:10.1214/aos/1176344136
[22] D. M. Hershfield, “Rainfall Frequency Atlas of the United States for Durations from 30 Minutes to 24 Hours and Return Periods from 1 to 100 Years,” Weather Bureau Technical Paper, No. 40, 1961, p. 115.
[23] F. C. Bell, “Generalized Rainfall-Duration-Frequency Relationship,” Journal of Hydraulic Division, Vol. 95, No. 1, 1969, pp. 311-327.
[24] Soil Conservation Service, “Urban Hydrology for Small Watersheds, Technical Release 55,” United States Department of Agriculture, Washington DC, 1986.
[25] A. G. Awadallah and N. S. Younan, “Conservative Design Rainfall Distribution for Application in Arid Regions with Sparse Data,” Journal of Arid Environments, Vol. 79, 2012, pp. 66-75. doi:10.1016/j.jaridenv.2011.11.032

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