-This paper aims at characterizing the groundwater flow in a highly dynamic karst aquifer using a global modeling approach based on rainfall and spring discharge time series. The Dardennes aquifer (SE France) was studied as it is used for drinking water supply and it also produces karst flash floods that increase the flood hazard downstream in urban areas. Three years of data were available, including a normal rainy year, a wet year and a dry year. Modeling was performed with the new platform KarstMod, a rainfalldischarge model with calibration tools. The Dardennes aquifer model was structured with three interconnected reservoirs: Epikarst, Matrix, and Conduit. Using this modeling approach, we were able to determine the groundwater hydrograph separation of the karst spring discharge, at the annual scale and at the event scale (flood). This gives insight into the low flow (Matrix) available for the drinking water demand and the fast flow (Conduit) that generates flash floods. In such a dynamic aquifer, part of the water budget cannot be accounted for by water resources as fast flow is not stored within the aquifer and is not available for the drinking water demand. The results were compared with the current groundwater management to determine whether the withdrawal is sustainable. Depending on whether it is a wet or a dry year, the proportion of slow flow ranges from 27 to 61% of the total discharge, respectively. During floods in high water periods, the proportion of quickflow increases drastically up to more than 90% of the spring discharge. In the case of a 300 mm/d simulated Mediterranean rainfall event, the mean daily peak value may reach 74 m 3 /s. This discharge can be reduced if the aquifer is previously depleted, which increases the storage within the aquifer. Coupling the geological context and the model results opens up future perspectives for the active management of the karst aquifer. disponible pour les besoins en eau potable et l'Ă©coulement rapide (Conduit) qui gĂ©nĂšre des crues Ă©clairs. Dans les systĂšmes hyper-dynamiques, une partie de l'eau qui transite ne peut pas ĂȘtre comptabilisĂ©e comme ressource en eau car l'Ă©coulement rapide n'est pas stockĂ© dans l'aquifĂšre et n'est donc pas disponible pour alimenter la demande en eau potable. Les rĂ©sultats sont comparĂ©s avec la gestion actuelle des eaux souterraines afin de montrer si l'exploitation de l'eau est durable. Selon l'annĂ©e, la proportion de dĂ©bit de base varie entre 27 et 61 % du dĂ©bit total, respectivement selon une annĂ©e pluvieuse ou sĂšche. Lors des crues en pĂ©riode de hautes-eaux, la proportion du dĂ©bit rapide augmente considĂ©rablement jusqu'Ă plus de 90 % du dĂ©bit total des sources. Dans le cas d'un Ă©vĂ©nement pluvieux de type MĂ©diterranĂ©en avec 300 mm/j de pluie, le dĂ©bit moyen maximum simulĂ© avec le modĂšle atteint 74 m 3 /s. Ce dĂ©bit peut ĂȘtre rĂ©duit si l'aquifĂšre est dĂ©jĂ dĂ©primĂ©, ce qui augmente le stockage de l'eau. Le couplage du contexte gĂ©ologique et des rĂ©sultats du modĂšle ouvre une perspective future pour une gestion active ...