File:Okayasu Shibayama Mimura ICCE 1986 Fig 8.png
Summary
<a href="https://en.wikipedia.org/wiki/average" class="extiw" title="en:average">Mean</a> <a href="https://en.wikipedia.org/wiki/flow_velocity" class="extiw" title="en:flow velocity">flow-velocity</a> vectors in the <a href="https://en.wikipedia.org/wiki/undertow_(water_waves)" class="extiw" title="en:undertow (water waves)">undertow</a> under <a href="https://en.wikipedia.org/wiki/breaking_wave" class="extiw" title="en:breaking wave">plunging waves</a>, as measured in a laboratory <a href="https://en.wikipedia.org/wiki/wave_flume" class="extiw" title="en:wave flume">wave flume</a>. Below the <a href="https://en.wikipedia.org/wiki/wave_trough" class="extiw" title="en:wave trough">wave trough</a>, the mean velocities are directed offshore. The beach slope is 1:20; note the vertical scale is distorted relative to the horizontal scale.
Figure 8 in:
A. Okayasu, T. Shibayama, and N. Mimura (1986) "Velocity field under plunging waves". In: B. L. Edge (Ed.), Proceedings of the 20th International Conference on Coastal Engineering, Taipei, vol. 1, ASCE, pp. 660–674.
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| Date/Time | Thumbnail | Dimensions | User | Comment | |
|---|---|---|---|---|---|
| current | 16:57, 4 January 2017 | | 692 × 298 (13 KB) | 127.0.0.1 (talk) | <a href="https://en.wikipedia.org/wiki/average" class="extiw" title="en:average">Mean</a> <a href="https://en.wikipedia.org/wiki/flow_velocity" class="extiw" title="en:flow velocity">flow-velocity</a> vectors in the <a href="https://en.wikipedia.org/wiki/undertow_(water_waves)" class="extiw" title="en:undertow (water waves)">undertow</a> under <a href="https://en.wikipedia.org/wiki/breaking_wave" class="extiw" title="en:breaking wave">plunging waves</a>, as measured in a laboratory <a href="https://en.wikipedia.org/wiki/wave_flume" class="extiw" title="en:wave flume">wave flume</a>. Below the <a href="https://en.wikipedia.org/wiki/wave_trough" class="extiw" title="en:wave trough">wave trough</a>, the mean velocities are directed offshore. The beach slope is 1:20; note the vertical scale is distorted relative to the horizontal scale. <br>Figure 8 in:<br>A. Okayasu, T. Shibayama, and N. Mimura (1986) "Velocity field under plunging waves". In: B. L. Edge (Ed.), <i>Proceedings of the 20th International Conference on Coastal Engineering</i>, Taipei, vol. 1, ASCE, pp. 660–674. |
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