VSSD:
Science and Technology b 2010 / xvi + 185 pp. /
paperback / thesis / ISBN 978-90-6562-236-5 The flow of
water through a river bend can be characterized as a
turbulent open-channel flow that is dominated by streamline
curvature. In order to adequately manage the plannimetry of
meandering rivers and the according safety aspects, the
features of the flow and the associated turbulence have to
be understood well. This thesis presents results of detailed
numerical simulations of curved open-channel flows on a
laboratory scale. These flows can basically be considered as
downscaled river bend flows. The presented results provide a
broad image of the behavior of curved open-channel flows in
general and their characteristics with respect to the
secondary flow, the bed shear stresses and turbulence in
particular. Hereby, these results also facilitate further
development of parameterizations of these key bend flow
features for lower-dimensional modeling tools that are used
in the engineering practice. a00 Updated:
19
March 2010, hlf@vssd.nl
Curved open-channel
flows
A numerical
study
Wim van Balen

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