Universität Stuttgart

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Start date: 1966End date: 1979Institute: search.filters.UBSInstitut.Institut für Wasser- und UmweltsystemmodellierungAuthor: search.filters.author.Westrich, Bernhard

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    Strömungsmechanische Probleme bei der Kühlwasserführung in Kernkraftwerken
    (1979) Kobus, Helmut; Naudascher, Eduard; Richter, Andreas; Westrich, Bernhard
    Die hydraulischen Probleme beim Entwurf der Bauwerke im druckfreien Teil des Kühlwasserkreislaufs (Entnahme- und Verteilerbauwerk, Kraftschlußbecken, Kühltasse) werden beschrieben. Es werden die Anforderungen an die hydraulische Leistungsfähigkeit des Kühlsystems zur Realisierung von Frischwasser-, Ablauf-, Kreislauf- und Mischkühlung skizziert, sowie versuchstechnische und numerische Lösungsmöglichkeiten an Hand ausgeführter repräsentativer Untersuchungen an bestehenden und geplanten Kraftwerken aufgezeigt.
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    Flow field and scouring effects of steady and pulsating jets impinging on a movable bed
    (1979) Kobus, Helmut; Leister, Peter; Westrich, Bernhard
    The flow field and erosion pattern of continuous and pulsating impinging jets has been studied experimentally. The mean velocity field as well as turbulent and pulsation components, wall pressure and wall shear stress distributions were investigated in an axisymmetric air jet impinging upon a rough wall. The results show how harmonic velocity pulsations at the nozzle affect both the mean and the turbulent flow field. Corresponding erosion tests with a vertical water jet impinging upon a uniform sand bed exhibited under certain conditions a greatly enhanced erosion rate. The increase in erosion capacity due to pulsation seems to be due to both the changes in the mean flow field and to the greatly increased lateral correlation of the velocity field in the impinging region.
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    Hydraulic design considerations for cooling tower collector basins
    (1979) Kobus, Helmut; Westrich, Bernhard
    Conventional collector basins of natural draft cooling towers have a tendency towards rapid sedimentation. In order to avoid this problem, a shallow type of basin with a system of draining canals is developped. Numerical calculations supplemented by hydraulic model tests yield depths, velocities and energy losses in the system. Prototype measurements are shown to be in good agreement with numerical and experimental predictions for all modes of operation.