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Straight Benthic Flow-Through Flume for In Situ Measurement of Cohesive Sediment Dynamics |
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| Authors: | J. Aberle V. Nikora S. McLean C. Doscher I. McEwan M. Green D. Goring J. Walsh |
| Affiliation: | 1Post Doctoral Fellow, Freshwater Hydrodynamics, National Institute of Water and Atmospheric Research, P.O. Box 8602, Christchurch, New Zealand. 2Principal Scientist, Freshwater Hydrodynamics, National Institute of Water and Atmospheric Research, P.O. Box 8602, Christchurch, New Zealand. 3Professor, Dept. of Mechanical and Environmental Engineering, Univ. of California at Santa Barbara, CA. 4Lecturer, Natural Resources Engineering, Lincoln Univ., Christchurch, New Zealand. 5Reader, Dept. of Engineering, Univ. of Aberdeen, UK, AB24 3UE. 6Principal Scientist, Coastal Physical Processes, National Institute of Water and Atmospheric Research, P.O. Box 11-115, Hamilton, New Zealand. 7Principal Scientist, Coastal Hydrodynamics, National Institute of Water and Atmospheric Research, P.O. Box 8602, Christchurch, New Zealand. 8Scientist, National Institute of Water and Atmospheric Research, P.O. Box 8602, Christchurch, New Zealand. |
| Abstract: | The design of a straight benthic flow-through flume for in situ studies of cohesive sediment dynamics is described including the flume structure and probes installed for routine measurements of suspended sediments and flow velocity. The flume was calibrated for two roughness types covering the range of possible cohesive bed roughnesses. The calibration included a set of three-dimensional velocity measurements using acoustic Doppler velocimeter. These measurements were used to develop calibration relationships between the bed shear stress (which is difficult to measure directly in routine deployments) and the flume centerline flow velocity, which is routinely measured. An example of a successful deployment of the flume is presented. The limitations and potential for further improvements are also briefly discussed. |
| Keywords: | Cohesive sediment Shear stress Erosion Flumes |