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ACOUSTIC MEASUREMENTS OF SAND RIPPLE PROFILE EVOLUTION UNDER CONTROLLED WAVE CONDITIONS

机译:受控波条件下砂纹纹剖面演变的声学测量

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Recent developments in high frequency acoustic backscatter system (ABS) have made possible the development of an acoustic sand ripple profiling system capable of in-situ measurement of sand ripple and microtopography profiles over a 2-3 m length of sea bed. The system has previously been tested under laboratory and estuarine conditions and now, for the first time, under wave conditions. Parameters related to the sea bed roughness have a direct bearing on the re-suspension of sediment and will therefore be of importance to the production of sediment models, which currently rely on a single bed roughness parameter to encompass these effects. The prototype sand ripple profiling system was mounted on a platform, STABLE II, approximately 1.2 m above a sand bed in the Delta Flume large scale facility at the De Voorst site of Delft Hydraulics in the Netherlands. The flume is approximately 5 m wide, 7 m deep and 230 m long. A 0.5 m deep sand bed was covered by 4.5 m of water during a six week series of experiments. The size of the Delta Flume and the range of wave conditions that can be produced within it allow instrument testing to be carried out in conditions that are equivalent to those found in nature. Both regular and irregular waves of period 5 seconds and height ranging from 0.5 m - 1.25 m were used over two separate sand beds with median grain diameters of 0.162 mm and 0.329 mm. Asymmetric waves of periods 4 and 6 seconds with waveheight of 1 m were also used. Profile measurements were taken at approximately 30 second intervals to produce time series of ripple profiles over the full range of wave conditions. Examples of data collected by the sand ripple profiler during these experiments are presented, showing the sand ripple profiles and their evolution under a variety of wave conditions with the two sand beds.
机译:在高频率的声反向散射系统(ABS)的最新发展使得可能的声砂的发展波纹仿形能够原位砂纹波和微轮廓的测量系统在海床上的2-3米的长度。该系统已预先实验室和河口条件下进行测试,现在,第一次,海浪条件下。有关海床粗糙度参数对泥沙的再悬浮产生直接影响,因此将成为重要的生产泥沙模型,目前依靠单一的床粗糙度参数包含这些效果的。原型沙波纹系统安装在一个平台上的,稳定的II,约1.2米以上,在代尔夫特水力学荷兰的德Voorst网站三角洲水槽大型设施中沙床。水槽是宽5μm左右,7米深和230米长。将0.5米深砂床中六周一系列实验覆盖的水4.5米。德尔塔水槽的尺寸和的,可以在其内产生波条件的范围允许在等效于那些在自然界中发现的条件下进行仪器测试。的周期5秒,高度范围为0.5μm规则和不规则波浪 - 1.25米在具有0.162毫米,0.329毫米平均粒径两个单独砂层被使用。也使用周期4和6秒为1μm波高的不对称波。轮廓测量在约30秒的间隔拍摄的整个范围内的波条件下产生的时间序列的波纹轮廓。通过在这些实验中砂波纹轮廓仪收集的数据的实例被呈现,显示出在各种与两个砂床波条件砂波纹轮廓和它们的演进。

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