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In-situ localization and quantification of sediment deposits after dredging and disposal interventions in Sydney Harbour, Canada, using a dynamic penetrometer

机译:使用动态渗透仪在加拿大悉尼港进行疏and和处置后,对沉积物进行原位定位和定量分析

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In late 2011 more than 4.2 million cubic meters of seafloor sediments dredged from the central channel of Sydney Harbour (Nova Scotia, Canada) were relocated to a coastal site near Edwardsville, on the west side of the South Arm of the Harbour. Dynamic penetrometer measurements were carried out in October 2012 for rapid geotechnical characterization, localization and quantification of dredged material deposits, using the lightweight dynamic penetrometer Nimrod. Complementary sediment samples and digital images were taken at selected positions using a small grab sampler and underwater camera. Sydney Harbour is characterized by a large variety of sediment types. Muddy sediments ranging from low to moderate consolidation states were found, as well as compacted fine sands. The dynamic penetrometer results allowed the localization and quantification of deposited dredge disposal material in a cost- and time-efficient manner. The spatial distribution of sediments is in good agreement with a sediment dynamics model by CBCL Limited. However, the deposited sediment layers were thicker than anticipated, being on the order of 10-20 cm, and reaching several tens of centimeters when mixed with finer, muddy deposits.
机译:2011年底,从悉尼港(加拿大新斯科舍省)中央河道挖出的420万立方米海底沉积物被移至海港南臂西侧爱德华兹维尔附近的沿海地区。使用轻型动态渗透仪Nimrod于2012年10月进行了动态渗透仪的测量,以对岩土进行快速的岩土工程表征,定位和定量分析。使用小型抓斗采样器和水下相机在选定的位置拍摄互补的沉积物样本和数字图像。悉尼港的特点是沉积物种类繁多。发现泥泞的沉积物范围从低到中等固结状态,以及压实的细砂。动态渗透计的结果允许以节省成本和时间的方式对沉积的挖泥机处置材料进行定位和量化。沉积物的空间分布与CBCL Limited的沉积物动力学模型非常吻合。但是,沉积的沉积物层比预期的要厚,约为10-20厘米,当与较细的泥状沉积物混合时会达到几十厘米。

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