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Scale Effects in Scour Physical-Model Tests: Cause and Alleviation

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並列摘要


Scale effect occurs when a prototype hydraulic process is simulated at a laboratory scale due to dissatisfaction of similarity laws. It might lead to considerable deviation when the model scour depth is extrapolated to prototype value. Three popular experimental approaches including prediction-equation-targeted flume test, series-model test and similitude-model test are reviewed with emphasis upon their merits and limitations in reducing or alleviating scale effects. Scale laws guiding scour physical-model design are discussed for performing cost-effective model tests. An empirical equation is further derived from data of clear-water pier scour experiments to examine the test results in up-scale extrapolating. It is suggested that scale effect in a scour physical model test could be efficiently reduced if both the mobility similarity of bed particles and Froude number similarity are satisfied simultaneously.

並列關鍵字

scale effect similarity law scour physical model

參考文獻


Emmett, M. L., “Scale Effect in Pier-Scour Experiments,” Journal of Hydraulic Engineering, Vol. 125, No. 8, pp. 894-895 (1999).
Ettema, R., Melville, B.W. and Barkdoll, B., “Scale effect in pier-scour experiments,” Journal of Hydraulic Engineering,Vol. 124, No. 6, pp. 639–642 (1998).
Ettema, R. and Melville, B.W., “Scale effect in pier-scour experiments,” Journal of Hydraulic Engineering, Vol. 125, No. 8, pp. 894-895 (1999).
Ettema, R., Kirkil, G. and Muste, M., “Similitude of large-scale turbulence in experiments on local scour at cylinders,” Journal of Hydraulic Engineering, Vol. 132, No. 1, pp. 33–40 (2006).
Heller, V., Hager, W.H. and Minor, H.-E., “Scale effects in subaerial landslide generated impulse waves,” Experiment in Fluids, Vol. 44, No. 5, pp. 691-703 (2008).

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