ABSTRACT
The central Andes of Peru, is a region with complex topography that presents a high variability in the distribution of rainfall and remains little known. The design of hydraulic works has as an important income the risk associated with extreme storms.
This investigation has analyzed 70 storms with durations between 0.7 and 13 hours, of pluviometric stations located between 8° and 13° south latitude. The hietograms of each storm were obtained, the dimensionless mass curves registered were probabilistically synthesized and finally, storm profiles were obtained for each group with probabilities of 10%, 50% and 90% of occurrence. Undoubtedly the dimensionless mass curves condense valuable information of temporary rainfall at each measurement point. Its importance is recognized in the definition of design storms, the distribution of precipitation and time were expressed as accumulated percentages to make valid comparisons between storms following the methodology proposed by Huff in 1967.
53% of storm events prevail in the first third (Type I), the set of curves defined in the second third (Type