Modeling the role of reservoirs versus floodplains on large-scale river hydrodynamics

Abstract

Large-scale hydrologic-hydrodynamic models are powerful tools for integrated water resources evaluation at the basin scale, especially in the context of flood hazard assessment. However, recent model developments have paid little attention to simulate reservoirs' hydrodynamics within river networks. This study presents an adaptation of the MGB model to simulate reservoirs as an internal boundary condition, enabling the explicit simulation of hydrodynamic processes along reservoirs and their interaction with upstream and downstream floodplains in large basins. A case study is carried out in the Itajaí-Açu River Basin in Brazil, which has periodic flood-related disasters and three flood control dams. The model was calibrated for the 1950-2016 period forced with daily observed precipitation. The adjustment was satisfactory, with Nash-Sutcliffe metrics between 0.54 and 0.84 for the 11 gauges analyzed and with flood frequency curves also well represented. Simulation scenarios with and without floodplains and reservoirs were performed to evaluate the relative role of these factors on flood control basin-wide through evaluation of simulated discharges, water levels and flood extent. Itajaí do Oeste tributary and Itajaí-Açu mainstem present major floodplain attenuation, while in Itajaí do Sul and Itajaí do Norte tributaries the main flood control occurs due to reservoir attenuation. Downstream from the dams, results indicated that the reservoirs reach their maximum discharge reduction capacity for 5-to 10-year floods, decreasing it for larger floods. The developed model may be very useful for operational uses as flood forecasting and coordinated reservoir operation studies, as well as to enhance the comprehension of flood dynamics at basin scale.

The effect of surge on riverine flood hazard and impact in deltas globally

“…. CaMa-Flood does not take the operation of reservoirs into account, while these will significantly change the magnitude and timing of discharge peaks(Mateo et al 2014, Fleischmann et al 2019. Local variations in bathymetry that are not addressed in the CaMa-Flood and/or GTSM models may cause bias in the absolute water levels locally.…”

Estimation of multiple inflows and effective channel by assimilation of multi-satellite hydraulic signatures: The ungauged anabranching Negro river

“…Overall, relative errors are higher upstream, in single channeled, low water height reaches and in the Branco backwater influences. Note that 2D complex lateral flows in floodplains or retention behaviours from "igarape" rivers may happen in high flow periods (see [65,66]).…”

A Modeling Assessment of Large-Scale Hydrologic Alteration in South American Pantanal Due to Upstream Dam Operation

“…Surface, subsurface and groundwater outflows from water balance are routed to the main river of the unit catchment using linear reservoirs, while flow propagation through drainage networks is computed using either the Muskingum-Cunge method or 1D hydrodynamic equations (Pontes et al, 2017). To access the influence of dams and reservoir operation within MGB it can be done by introducing internal boundary conditions at the dam location, and forcing the model with observed reservoir outflow data, or by specifying reservoir operation rules (Fleischmann et al, 2019).…”