Volume 42 Issue 4
Apr.  2017
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Lu Yongkang, Ma Wenshuai, Yang Yue, Pan Tuanjie, Zhang Hu, Lu Xing, Liu Ruixu, 2017. A Method for Improving Detecting Accuracy of Locating Deeply Buried Refined Oil Pipelines. Earth Science, 42(4): 641-644. doi: 10.3799/dqkx.2017.051
Citation: Lu Yongkang, Ma Wenshuai, Yang Yue, Pan Tuanjie, Zhang Hu, Lu Xing, Liu Ruixu, 2017. A Method for Improving Detecting Accuracy of Locating Deeply Buried Refined Oil Pipelines. Earth Science, 42(4): 641-644. doi: 10.3799/dqkx.2017.051

A Method for Improving Detecting Accuracy of Locating Deeply Buried Refined Oil Pipelines

doi: 10.3799/dqkx.2017.051
  • Received Date: 2016-12-13
  • Publish Date: 2017-04-15
  • The highly accurate detecting technology of deeply refined oil pipelines has been used FDEM (frequency domain electromagnetic method) method in the subway shield construction site. We summary that how to improve detecting accuracy of refined oil pipelines for about 16 m buried depth. First step, we determine the direction Y of the target pipeline and narrow the searching area through detecting working of X direction on ground. With background interfere the error of pipeline's location is not acceptable and depth error is large when using two different working frequencies on ground detection. Second step, we need detect the direction Z of two boreholes with the distance at 5.0 m from target pipeline. And we can acquire Hz measured curve of the target pipeline nearby. Last step, measured and theoretical Hz curves is inverted and acquired high accurate results with location and depth is 20 cm and 10 cm. It can provide accurate and basic technical data for subway construction. The way of detecting Z direction of borehole can avoid the inference of X direction on ground and also provide a way to test the result of ground detecting. The method is worth popularizing to the acceptance of the quality of ground detection. The signal processing technology of detection dates will be widely used in detecting underground pipeline base on FDEM method with its powerful advance and superiority.

     

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  • Chen, X.D., Guo, H.X., Song, E.X., 2008.Analysis Method Forslope Stability under Rainfall Action.Landslides and Engineered Slopes, (7):1507-1515.
    Brakensiek, D.L., 1977.Estimating the Effective Capillary Pressure in the Green and Ampt Infiltration Equation.Water Resources Research, 13(3):680-682.doi: 10.1029/WR013i003p00680
    Fang, W., Esaki, T., 2012.Rapid Assessment of Regional Superficiallandslide under Heavy Rainfall.Journal of Central South University, 19(9):2663-2673.doi: 10.1007/s11771-012-1325-6
    Green, W.H., Ampt, G.A., 1911.Studies on Soil Physics:Flow of Air and Water through Soil.Journal of Agricultural Science, 4:1-24.
    Hillel, D., 1971.Soil and Water:Physical Principles and Processes.Academic Press, New York.
    Jian, W.X., Xu, Q., Tong, L.Y., 2013.Rainfall Infiltration Model of Huangtupo Landslide in Three Gorges Reservoir Area.Rock and Soil Mechanics, 34(12):3528-3530 (in Chinese with English abstract).
    Lei, Z.D., Yang, S.X., Xie, S.C., 1988.Dynamics of Soil Water.Tsinghua University Press, Beijing (in Chinese).
    Li, N., Xu, J.C., Qin, Y.Z., 2012.Research Oncalculation Model for Stability Evaluation of Rainfall-Induced Shallow Landslides.Rock and Soil Mechanics, 33(5):1485-1491 (in Chinese with English abstract).
    Li, X.Z., He, S.M., 2015.A Study on Stability of Shallow Rainfall-Induced Landslide Based on Mein-Larson Infiltration Model.Journal of Catastrophology, 30(2):16-20 (in Chinese with English abstract).
    Liu, J.T., Zhang, J.B., Feng, J., 2008.Green-Ampt Model for Layered Soils with Nonuniform Initial Water Content under Unsteady Infiltration.Soil Physics, 72(4):1041-1047.doi: 10.2136/sssaj2007.0119
    Liu, Z.Z., Yan, Z.X., 2013.Infiltration Regulation and Stability Analysis of Soil Slope under Sustained Andsmall Intensity Rainfall.Journal of Central South University, 20(9):2519-2527.doi: 10.1007/s11771-013-1764-8
    Luo, Y., He, S.M., He, J.C., 2014.Effect of Rainfall Patterns on Stability of Shallow Landslide.Earth Science, 39(9):1358-1362 (in Chinese with English abstract). http://www.cnki.com.cn/Article/CJFDTOTAL-DZQJ200504025.htm
    Mein, R.G., Larson, C.L., 1973.Modeling Infiltration during a Steady Rain.Water Resource Research, 9(2):384-394.doi: 10.1029/WR009i002p00384
    Muntohar, A., Liao, H., 2010.Rainfall Infiltration:Infinite Slope Model for Landslides Triggering by Rainstorm.Natural Hazards, 54(3): 967-984.doi: 10.1007/s11069-010-9518-5
    Wang, D.J., Tang, H.M., L, C.D., et al., 2016.Stability Analysis of Colluvial Landslide due to Heavy Rainfall.Rock and Soil Mechanics, 37(2):439-444 (in Chinese with English abstract).
    Wu, Y.P., Zhang, Q.X., Tang, H.M., et al., 2014.Landslide Hazard Warning Based on Effective Rainfall Intensity.Earth Science, 39(7):889-895 (in Chinese with English abstract).
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