基于数字高程模型的水下渡口干流异常区诊断与识别

M. G. Mustafin, N. S. Pavlov, V. A. Valkov, B. Yu. Vasiliev
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摘要

本文探讨了主要输气管道水下渡口技术状况监测的大地测量支持问题。研究的目的是通过考虑管道故障位置区域(异常区域)和MGPUC上方底面,提高确定主要天然气管道水下穿越深度的准确性。确定输气管道水下穿越技术条件的主要问题是由于外界因素(土壤、建筑和通信)对测量设备(水下痕迹探测器)的影响,难以确定输气管道的深度。研究指出了建立底部数字高程模型(DEM)的准确性,由此计算天然气管道上的保护辊,影响技术状态的确定,以及异常带产生的原因和确定方法。研究了考虑DEM数据提高天然气管道深度位置计算精度的方法。给出了基于曲面曲率变化的回波定位数据构建底层DEM的空间插值方法的定义。指出了水下穿越技术条件判据的确定与DEM的构建精度和管道空间位置的确定之间的相互关系。所提出的方法旨在减少系统部分误差的影响,提高发生深度的精度,这是一项紧迫的任务。
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Diagnostics and identification of anomalous zones of trunk pipelines at underwater crossings using digital elevation model
The article considers the issues of geodetic support for monitoring the technical condition of main gas pipelines underwater crossings (MGPUC). The purpose of the research is to increase the accuracy of determining the depth of the gas pipeline underwater crossings of main gas pipelines by taking into account the zones of faulty location of the pipeline (anomalous zones) and the bottom surface above MGPUC. The main problem of determining the technical condition of the gas pipeline underwater crossing is the difficulty of determining the depth of the gas pipeline due to the influence of external factors (soil, constructions and communications) on the measuring equipment (underwater trace detectors). The study indicates the accuracy of building digital elevation models (DEM) of the bottom, from which the calculation of the protective roll over the gas pipeline, which affects the determination of the technical state, and the causes of anomalous zones, as well as the ways of their determination. The variants of increasing the accuracy of calculating the depths of the gas pipeline location taking into account the DEM data are studied. The approach to definition of the method of spatial interpolation for construction of the bottom DEM according to the echolocation data depending on the surface curvature changes is offered. The authors note the interrelation of determining the criterion of technical condition of under-water crossing with the accuracy of DEM construction and determination of the spatial position of the pipeline. The proposed approaches are aimed at reducing the influence of the systematic part of the error and increasing the accuracy of the depth of occurrence, which is an urgent task.
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