A reservoir water budget is associated with many different hydrological processes, such as direct deposit of rainfall, surface evaporation, drainage from upstream areas (inflow), and water release through spillways (outflow). However, weather data and reservoir water levels are often the only observations available for a water budget analysis Kummu et al., 2014;Zhou et al., 2019). Even when there are streamflow records that can be used to estimate the rates of inflow to a reservoir, they are usually limited to the main streams, and data on discharge from tributaries are rare (Can & Houck, 1984;Deng, Liu, Guo, et al., 2015;Zhou et al., 2019). Thus, the reservoir budget is usually estimated on the basis of reservoir water balance, but it can become an ill-posed problem due to the lack of observations. The ill-posed water balance equation can be resolved only when two of the three terms or variables-namely inflow, water level, and outflow-, become known. Thus, when reservoir water level records are available, the water balance equation can be solved by estimating one of the two remaining unknown variables of inflow and outflow. Previous studies (using conventional methods) have estimated the inflow or outflow of ungauged reservoirs using regionalized rainfall-runoff models (for inflow; e.g., Kang & Park (2014);Song et al. (2016); Yokoo et al. ( 2001)) or regionalized reservoir operation models (for outflow; e.g., Hanasaki et al., 2006;Yassin et al., 2019) that do not require calibration processes with direct observations. Then, the conventional approaches predict the remaining unknown from the predetermined estimates and mass balance relationships. However, inflow or outflow approximation from regionalized modeling is subject to error and uncertainty (Arsenault et al., 2019;Parajka et al., 2013) because the statistical relationship between parameter values and landscape