TECHNICAL PAPERS
Apr 1, 2006

Evaluation of the Micromodel: An Extremely Small-Scale Movable Bed Model

Publication: Journal of Hydraulic Engineering
Volume 132, Issue 4

Abstract

The micromodel is an extremely small physical river model having a movable bed, varying discharge, and numerous innovations to achieve quick answers to river engineering problems. In addition to its size being as small as 4cm in channel width, the vertical scale distortion up to 20, Froude number exaggeration up to 3.7, and no correspondence of stage in model and prototype, place the micromodel in a category by itself. The writer was assigned to evaluate the micromodel’s capabilities and limitations to ensure proper application. A portion of this evaluation documents the deviation of the micromodel from similarity considerations used in previous movable bed models. The primary basis for this evaluation is the comparison of the micromodel to the prototype. The writer looked for comparisons that had (1) a reasonable calibration of the micromodel and (2) about the same river engineering structures constructed in the prototype that were tested in the micromodel and (3) a prediction by the micromodel of the approximate trends in the prototype. Evaluation of these comparisons shows a lack of predictive capability by the micromodel. Differences in micromodel and prototype likely result from uncertainty in prototype data and the large relaxations in similitude. Based on the lack of predictive evidence, the micromodel should be limited to demonstration, education, and communication for which it has been useful and should be of value to the profession.

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Acknowledgments

The study described herein was funded by the USACE. The views expressed herein are the writer’s. Diverse views of micromodel capability exist within the USACE.

References

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Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 132Issue 4April 2006
Pages: 343 - 353

History

Received: Oct 18, 2004
Accepted: Feb 3, 2005
Published online: Apr 1, 2006
Published in print: Apr 2006

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Authors

Affiliations

Stephen T. Maynord, A.M.ASCE
Research Hydraulic Engineer, U.S. Army Corps of Engineers, Engineering Research and Development Center, Coastal and Hydraulics Laboratory, 3909 Halls Ferry Rd., Vicksburg, MS 39180.

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