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Rainfall records for 30 years (19792009) were used to establish an emperical model that correlates rainfallintensitydurationfrequency for Makurdiarea. They were analyzed by sorting out the maximum monthly rainfall depths with their corresponding durations and ranked in descending order of magnitude and their return periods were computed. All ranked rainfall depths for each return period were converted to rainfall intensities. The Sherman’s mathematical method was first employed to develop station constants and IDF curves for Makurdi. The station constants for Makurdi area were found to be c = 21.429, m = 0.6905, b = 0.2129. Values of durations of rainfall were substituted in each regression equation to compute corresponding rainfall intensity for each return period. Graphs of rainfall intensities and corresponding durations for each return period were plotted with the subsequent derivation of IDF empirical equations for Makurdi. They were used to develop the IDF curves for 2yrs, 5yrs, 10yrs, 25yrs, 50yrs and 100yrs return periods. It was observed that for a given return period, the IDF curves decreased with increasing time interval.Rainfall Intensity Durations Frequency (IDF) data was produced andamodel expressing the relationship between the rainfall intensity, the duration and frequency was developed for Makurdiarea.These will be useful for construction of hydrologic structures such as dams and other drainage systems in Makurdi metropolis.
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