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Discharge in Descending Order
Table 2.8. Return period using Weibull Formula Discharge (Cummecs) Discharge in Descending Order Rank (m) P = m/(n+1) Probability (%) Return period (1/p) 17713 30676 1 0.041 4.17 24.39 19914 23491 2 0.082 8.17 12.25 15548 23090 3 0.125 12.50 8.00 21272 4 0.180 17.96 5.56 20534 5 0.232 23.22 4.31 18225 20426 6 0.280 28.00 3.57 18885 19941 7 0.334 33.43 2.99 17012 8 0.383 38.25 2.61 19025 19389 9 0.441 44.14 2.26 16098 10 0.499 49.94 2.00 13792 11 0.553 55.32 1.81 12 0.624 62.42 1.60 13 0.695 69.47 1.44 17512 14 0.777 77.73 1.29 17139 15 0.827 82.69 1.21 16 0.888 88.83 1.12 17 0.934 93.40 1.07 18 0.962 96.20 1.61 11468 19 0.984 98.40 1.02 20 0.995 99.50 1.00 ONUIGBO I.C. et al. Flood Vulnerability Mapping of Lokoja Metropolis Using Geographical Information System Techniques. Journal of Geosciences and Geomatics, 2017, Vol. 5, No. 5, doi: /jgg-5-5-2 © The Author(s) Published by Science and Education Publishing.
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