Transition Flow in Step-Pool Systems: Pressure Distributions and Drag Forces

Author:

Sindelar Christine1,Smart Graeme2

Affiliation:

1. Senior Scientist, Institute of Water Management, Hydrology and Hydraulic Engineering, Univ. of Natural Resources and Life Sciences Vienna, Muthgasse 18, 1190 Vienna, Austria (corresponding author).

2. Principal Scientist, Hydrodynamics Group, National Institute of Water and Atmospheric Research, 10 Kyle St., Christchurch 8011, New Zealand.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Water Science and Technology,Civil and Structural Engineering

Reference29 articles.

1. Celik A. O. Diplas P. and Dancey C. (2010). “Instantaneous pressure measurements on a spherical grain under threshold flow conditions.” Riverflow 2010: 5th Int. Conf. on Fluvial Hydraulics Bundesanstalt für Wasserbau Karlsruhe Germany 755–762.

2. Instantaneous turbulent forces and impulse on a rough bed: Implications for initiation of bed material movement

3. Hydraulics of skimming flows over stepped channels and spillways

4. Comment on “Step-Pool Streams: Adjustment to Maximum Flow Resistance” by Athol D. Abrahams, Gang Li, and Joseph F. Atkinson

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