2018
DOI: 10.1051/e3sconf/20184003005
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Three-dimensional numerical modeling of hydraulics and morphodynamics of the Schwarzenbach reservoir

Abstract: In this study the numerical model SSIIM 2 is used to simulate the flow situation and the suspended sediment transport within the Schwarzenbach reservoir in Germany. Hydrodynamic simulations are carried out to assess the influence of wind forces and different discretization schemes on the calculated flow field. A hydraulic plausibility check is performed based on stationary ADCP measurements to assess the performance of the model. Both the consideration of the wind and the plausibility check using an ADCP are h… Show more

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Cited by 6 publications
(4 citation statements)
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References 8 publications
(7 reference statements)
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“…For the pumped-storage operation, an in-and outlet is based near the dam at ~5 m above ground. The contributions of the individual inputs are described in Mouris et al (2018).…”
Section: Study Sitementioning
confidence: 99%
“…For the pumped-storage operation, an in-and outlet is based near the dam at ~5 m above ground. The contributions of the individual inputs are described in Mouris et al (2018).…”
Section: Study Sitementioning
confidence: 99%
“…For the pumped-storage operation, an inlet and outlet are based near the dam at ∼ 5 m above ground. The contributions of the individual inputs are described in Mouris et al (2018). Since the dam was completed in 1926, the reservoir has been completely emptied on three occasions, in 1935, 1952 and 1997.…”
Section: Study Sitementioning
confidence: 99%
“…Several parameters influence the quantity of settled sediments in the reservoir, such as catchment specific, reservoir specific and sedimentological parameters. Although the sedimentation process depends strongly on the above mentioned parameters, reservoir sedimentation itself follows generally a pre-defined pattern, where coarser sediments settle first and finer sediments are further transported into the reservoir [40][41][42]. Especially fine sediments with cohesive properties should be considered when it is intended to obtain a sustainable reservoir management.…”
Section: Sedimentsmentioning
confidence: 99%
“…In addition to guiding documents, containing empirical and analytical approaches, also physical models are employed to simulate management strategies. Recently, numerical models have been frequently employed to evaluate the success of sediment management strategies [40,48,64,[72][73][74][75][76]. Sediment management strategies to reduce reservoir sedimentation and maintain reservoir volume can be summarized under three main approaches [67]:…”
Section: Sedimentsmentioning
confidence: 99%