首页> 外文会议>World Dredging Congress >DEVELOPMENT OF A HIGH-RESOULTION NON-NUCLEAR DENSITY PROFILER FOR DREDGING RESIDUALS AND FLUID MUD
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DEVELOPMENT OF A HIGH-RESOULTION NON-NUCLEAR DENSITY PROFILER FOR DREDGING RESIDUALS AND FLUID MUD

机译:开发高分辨率非核密度分布器,用于疏浚残留物和液体泥浆

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The presence of fluid mud and dredging residuals impacts dredging projects for navigation and environmental cleanup purposes. Fluid mud is a high concentration aqueous suspension of fine grained sediment in which settling is substantially hindered by the proximity of sediment grains and flocs, but which has not formed an interconnected matrix of bonds strong enough to eliminate the potential for mobility, leading to a persistent suspension (McAnally et al. 2007). As per Bridges et al. (2008) dredging residuals refer to contaminated sediment found at the post-dredging surface of the sediment profile, either within or adjacent to the dredging footprint and typically occur as a thin veneer (1 to 10 cm thick) of fine-grained material, with relatively low density. The ability of sampling equipment to capture this low density thin veneer of residual sediment can affect monitoring results that determine if clean-up levels have been achieved. The lack of a sensor to efficiently quantify dredging residuals has hindered complete site characterizations of American environmental dredging site sediment conditions, and ambiguous depth measurements resulting from the presence of fluid mud have resulted in hindered optimization of navigation dredging projects. Several density profilers exist for use in fluid mud navigation projects, but all these probes have vertical measurement resolutions of approximately three centimeters or greater, and several require significant calibration using on-site fluid mud and water to improve measurement accuracy. The United States Army Corps of Engineers (USACE) and United States Environmental Protection Agency (USEPA) are, under an interagency agreement, currently developing a high-resolution, non-nuclear (acoustic) density profiler with a design vertical measurement resolution of approximately one centimeter that does not require on-site calibration using site-specific fluid mud and water. This paper describes the research and development activities of this project.
机译:流体泥浆和疏浚残留的存在会影响疏浚项目,用于导航和环境清理目的。液体泥是一种高浓度的细粒沉积物水溶液,其沉积物基本上受到沉积物颗粒和絮凝物的邻近的影响,但是该沉降基本上受到沉积物粒度和絮状物的邻近粘合剂,足以消除持久性的潜力,以消除持久性,导致持久性悬浮液(McAnally等人2007)。根据Bridges等。 (2008)疏浚残留物是指在沉积物轮廓的挖泥型表面上的污染沉积物,疏浚占地面积内或邻近疏浚占地面积,通常用作细粒材料(1至10cm厚)的细粒材料密度相对较低。采样设备捕获这种低密度的残留沉积物的能力可能会影响监测结果,确定是否已经实现了清理水平。缺乏传感器以有效地量化疏浚残留物已经阻碍了美国环境疏浚现场沉积物条件的完整场地特征,并且由于污泥的存在而导致的模糊深度测量导致导航疏浚项目的受阻优化。存在几种密度分析器用于流体泥浆导航项目,但所有这些探头具有约3厘米或更大的垂直测量分辨率,并且有几种使用现场流体泥浆和水需要显着的校准,以提高测量精度。美国陆军工程兵团(USACE)和美国环保局(USEPA)在互动协议下,目前正在开发高分辨率,非核(声学)密度分布师,具有大约一个设计垂直测量分辨率不需要现场校准的厘米,使用特定于现场的流体泥浆和水。本文介绍了该项目的研究和开发活动。

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