Laboratory investigation of pressure gradients induced by plunging breakers
Laboratory investigation of pressure gradients induced by plunging breakers
复制标题
插入式断路器引起的压力梯度的实验室研究
DOI:
10.1016/j.coastaleng.2011.03.013
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发表时间:
2011
期刊:
影响因子:
--
通讯作者:
Rodolfo Silva
中科院分区:
文献类型:
--
作者:
A. Pedrozo‐Acuña;A. R. D. Alegría;A. Torres;E. Mendoza;Rodolfo Silva
This investigation presents laboratory observations on the spatio-temporal evolution of pressure fields and gradients induced by plunging waves propagating across the nearshore zone. Experiments were carried out to obtain detailed measurements of pressure time-curves and fluid velocities across the shoaling, breaking and swash zones. Pressure envelopes showed a consistent shape in all tests, with minimum values in the swash zone and maximum values at the impinge points. In particular, the nature of the pressure gradient at different locations (shoaling, breaking and swash zones) across the impermeable bed is investigated, revealing maximum values at the impact points. The relationship of the pressure gradient to horizontal velocity and local acceleration is also examined. This investigation enabled the elucidation of an apparent contradiction identified in recent works regarding the relationship between local acceleration and pressure gradient within the surf and swash zones. Consistent with findings of prior studies, results in the shoaling and breaking zone indicated that local fluid accelerations can be used to account for the contribution of pressure gradients. In contrast, the validity of this assumption is not established within the swash zone. In this region, minimum pressure gradients are identified and local acceleration is negative (offshore) for almost the whole swash cycle, consistent with previous field observations. Thus, for plunging breakers driven-swash, results point toward the significance of the advective terms acting against local acceleration. Furthermore, measurements of the velocity field by a validated Bubble Image Velocimetry (BIV) technique provide a qualitative description of the highly aerated flow, revealing that maximum values of vertical velocities are associated with the wave-impact from a plunging breaker impinging on the bed. These results indicate the need for a detailed characterisation of the pressure gradient under different types of wave breaking.
影响因子:
2.9
作者:
G. Masselink;P. Russell;C. Blenkinsopp;Ian L Turner
通讯作者:
G. Masselink;P. Russell;C. Blenkinsopp;Ian L Turner