Understanding the behavior of reservoirs with ow regularization formed by hydroelectric power plants is essential for assessing water availability and, consequently, for planning the use of water resources, especially in downstream positions. The operationalization of reservoirs can be in uenced both by climatic characteristics and by the consequences resulting from human actions in the basin. Therefore, the objective of this study was to evaluate the existing relationships between the in ows and out ows of a reservoir, as well as with the conventional stream ow gauge stations downstream of the dam. In addition, the aim was also to evaluate trends in the behavior of minimum, average and maximum ows, in the post-operation period, considering the characteristics of rainfall and irrigation in the region. The results indicated that reservoir operationalization is strongly related to the behavior of in ows, especially when considering analyses in quarterly periods, also affecting the ow in the stream ow gauge stations downstream. Moreover, a reduction was also veri ed in all variables analyzed related to in ows and out ows, as well as in the stations downstream of the dam, except for the maximum ow in the station farthest from the reservoir, which showed a stationary behavior. The reductions observed in the ows may be related to the increase of almost three times in the area irrigated by center pivot in the basin; however, the same cannot be said in relation to the annual rainfall regime of the region, since it showed a stationary behavior for most stations evaluated.