“…In the literature, numerous studies have focused on these questions by incorporating basic hydrologic information, selected on the basis of operators' experience, in a dynamic programming framework adopted for the design of water reservoirs operations. Common choices have been the observations of previous period's inflows [e.g., Bras et al ., ; TejadaâGuibert et al ., ], simplified models of other hydrologic variables [e.g., CĂŽtĂ© et al ., ; Desreumaux et al ., ], or streamflow forecasts [e.g., Stedinger et al ., ; Karamouz and Vasiliadis , ; Kim and Palmer , ; Faber and Stedinger , ; Maurer and Lettenmaier , ; Voisin et al ., ; Shukla et al ., ; Oludhe et al ., ; Li et al ., ; Zhao et al ., ]. As for the latter, the use of reliable inflow forecasts is beneficial under most situations.…”