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首页> 外文期刊>IEEE Journal of Oceanic Engineering >Multibeam Observations of Mine Burial Near Clearwater, FL, Including Comparisons to Predictions of Wave-Induced Burial
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Multibeam Observations of Mine Burial Near Clearwater, FL, Including Comparisons to Predictions of Wave-Induced Burial

机译:佛罗里达州克利尔沃特附近矿山埋葬的多波束观测,包括与波诱发埋葬预测的比较

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A Kongsberg Simrad EM 3000 multibeam sonar (Kongsberg Simrad, Kongsberg, Norway) was used to conduct a set of six repeat high-resolution bathymetric surveys west of Indian Rocks Beach (IRB), just to the south of Clearwater, FL, between January and March 2003, to observe in situ scour and burial of instrumented inert mines and mine-like cylinders. Three closely located study sites were chosen: two fine-sand sites, a shallow one located in $sim$ 13 m of water depth and a deep site located in $sim$14 m of water depth; and a coarse-sand site in $sim$13 m . Results from these surveys indicate that mines deployed in fine sand are nearly buried within two months of deployment (i.e., they sunk 74.5% or more below the ambient seafloor depth). Mines deployed in coarse sand showed a lesser amount of scour, burying until they present roughly the same hydrodynamic roughness as the surrounding rippled bedforms. These data were also used to test the validity of the Virginia Institute of Marine Science (VIMS, Gloucester Point, VA) 2-D burial model. The model worked well in areas of fine sand, sufficiently predicting burial over the course of the experiment. In the area of coarse sand, the model greatly overpredicted the amount of burial. This is believed to be due to the presence of rippled bedforms around the mines, which affect local bottom morphodynamics and are not accounted for in the model, an issue currently being addressed by the modelers. This paper focuses specifically on two instrumented mines: an acoustic mine located in fine sand and an optical instrumented mine located in coarse sand.
机译:一月至2004年之间,使用了Kongsberg Simrad EM 3000多波束声纳(Kongsberg Simrad,挪威Kongsberg)在印度岩滩(IRB)西部,佛罗里达州Clearwater南部进行了六次重复的高分辨率测深测量。 2003年3月,现场观察了仪器化的惰性地雷和类似地雷的水桶的埋葬情况。选择了三个位置接近的研究地点:两个细砂地点,一个浅水地点位于水深1300万美元,一个深地点位于水深1400万美元。以及价值1300万美元的粗砂场。这些调查的结果表明,部署在细砂中的地雷在部署后的两个月内几乎被掩埋(即,它们沉没在周围海床深度以下74.5%或更多)。部署在粗砂中的地雷冲刷较少,埋入地下直到它们呈现出与周围波纹状床形大致相同的流体动力学粗糙度。这些数据还用于测试弗吉尼亚海洋科学研究所(VIMS,Gloucester Point,VA)二维掩埋模型的有效性。该模型在细砂区域效果很好,可以充分预测整个实验过程中的埋葬情况。在粗砂地区,该模型大大估计了埋葬量。据认为,这是由于矿井周围存在波纹状地层,这会影响局部底部形态动力学,因此并未在模型中说明,建模人员目前正在解决该问题。本文专门针对两个仪器化的地雷:位于细沙中的声波地雷和位于粗砂中的光学仪器地雷。

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