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Modelling hyporheic processes for regulated rivers under transient hydrological and hydrogeological conditions

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Figure

Figure 1. Location of the observation site and cross section of the aquifer with groundwater wells, soil depth profiles and extent of thehyporheic zone
Figure 2. Conceptual model of the site showing boundary conditions (BC), clogging layer and observation points.
Figure 4. Graphical summary of modelling scenarios for varying river bank slope, wave duration and amplitude
Table 1. Model parameters measured and calibrated using FePEST.
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