【目的】应用电阻断层成像法、应力波断层成像法和阻抗仪法对活立木树干腐朽程度进行检测和定量表征,判断3种方法的可靠性,为野外立木健康情况检测提供基础数据和理论依据。【方法】在黑龙江省哈尔滨市东北林业大学试验林场内,选取水曲...【目的】应用电阻断层成像法、应力波断层成像法和阻抗仪法对活立木树干腐朽程度进行检测和定量表征,判断3种方法的可靠性,为野外立木健康情况检测提供基础数据和理论依据。【方法】在黑龙江省哈尔滨市东北林业大学试验林场内,选取水曲柳和北京杨各25株(15株腐朽,10株健康)共50株100个截面,采用PICUS Tree Tronic型树木电阻断层成像仪、Arbotom应力波断层成像系统和Resistograph针式阻抗仪检测及木芯质量损失率估测4种方法对断面腐朽程度进行检测和定量表征。以木芯质量损失率计算的样木腐朽程度(E_s)为真值,利用最小二乘法分别建立电阻测定的腐朽程度(E_d)、应力波测定的腐朽程度(E_y)及阻抗仪测定的腐朽程度(E_z)与真值(E_s)之间的线性关系。【结果】电阻断层成像、应力波和阻抗仪3种无损检测方法能在不同腐朽程度上表征活立木木材质量损失率;从整体上来看,电阻检测和应力波检测结果与腐朽程度真值的拟合程度低于阻抗仪检测结果与腐朽程度真值的拟合程度;从不同腐朽阶段来看,在E_s<30%时,E_d和E_s的相关系数最高(R=0.823,P<0.01);在30%≤E_s<50%时,E_y和E_s的相关系数最高(R=0.658,P<0.01);在E_s≥50%时,E_z和E_s的相关系数最高(R=0.914,P<0.01)。【结论】电阻断层成像法对木材早期腐朽的检测比较敏感,而应力波断层成像法则相对在木材腐朽稍严重时更准确,阻抗仪法在腐朽各个阶段的检测结果都较为准确,且在腐朽严重时最准确,但会对木材造成微损伤。3种无损检测方法均能有效检测活立木腐朽,并有各自的特点,在实际腐朽检测中应根据实际检测需要来选择。展开更多
Electrical resistivity tomography (ERT) has been used to experimentally detect shallow buried faults in urban areas in the past a few years, with some progress and experience obtained. According to the results from Ol...Electrical resistivity tomography (ERT) has been used to experimentally detect shallow buried faults in urban areas in the past a few years, with some progress and experience obtained. According to the results from Olympic Park, Beijing, Shandong Province, Gansu Province and Shanxi Province, we have generalized the method and procedure for inferring the discontinuity of electrical structures (DES) indicating a buried fault in urban areas from resistivity tomograms and its typical electrical features. In general, the layered feature of the electrical structure is first analyzed to preliminarily define whether or not a DES exists in the target area. Resistivity contours in resistivity tomograms are then analyzed from the deep to the shallow. If they extend upward from the deep to the shallow and shape into an integral dislocation, sharp flexure (convergence) or gradient zone, it is inferred that the DES exists, indicating a buried fault. Finally, horizontal tracing is be carried out to define the trend of the DES. The DES can be divided into three types-type AB, ABA and AC. In the present paper, the Zhangdian-Renhe fault system in Zibo city is used as an example to illustrate how to use the method to infer the location and spatial extension of a target fault. Geologic drilling holes are placed based on our research results, and the drilling logs testify that our results are correct. However, the method of this paper is not exclusive and inflexible. It is expected to provide reference and assistance for inferring the shallow buried faults in urban areas from resistivity tomograms in the future.展开更多
文摘【目的】应用电阻断层成像法、应力波断层成像法和阻抗仪法对活立木树干腐朽程度进行检测和定量表征,判断3种方法的可靠性,为野外立木健康情况检测提供基础数据和理论依据。【方法】在黑龙江省哈尔滨市东北林业大学试验林场内,选取水曲柳和北京杨各25株(15株腐朽,10株健康)共50株100个截面,采用PICUS Tree Tronic型树木电阻断层成像仪、Arbotom应力波断层成像系统和Resistograph针式阻抗仪检测及木芯质量损失率估测4种方法对断面腐朽程度进行检测和定量表征。以木芯质量损失率计算的样木腐朽程度(E_s)为真值,利用最小二乘法分别建立电阻测定的腐朽程度(E_d)、应力波测定的腐朽程度(E_y)及阻抗仪测定的腐朽程度(E_z)与真值(E_s)之间的线性关系。【结果】电阻断层成像、应力波和阻抗仪3种无损检测方法能在不同腐朽程度上表征活立木木材质量损失率;从整体上来看,电阻检测和应力波检测结果与腐朽程度真值的拟合程度低于阻抗仪检测结果与腐朽程度真值的拟合程度;从不同腐朽阶段来看,在E_s<30%时,E_d和E_s的相关系数最高(R=0.823,P<0.01);在30%≤E_s<50%时,E_y和E_s的相关系数最高(R=0.658,P<0.01);在E_s≥50%时,E_z和E_s的相关系数最高(R=0.914,P<0.01)。【结论】电阻断层成像法对木材早期腐朽的检测比较敏感,而应力波断层成像法则相对在木材腐朽稍严重时更准确,阻抗仪法在腐朽各个阶段的检测结果都较为准确,且在腐朽严重时最准确,但会对木材造成微损伤。3种无损检测方法均能有效检测活立木腐朽,并有各自的特点,在实际腐朽检测中应根据实际检测需要来选择。
基金The project entitled "Urban Active Fault Surveying Project"(143623) funded by the National Development and Roform Commission of China"Active Faults Exploration and Seismic Hazard Assessment in Zibo City"(SD1501) funded by the Department of Science & Technology of Shangdong Province,China
文摘Electrical resistivity tomography (ERT) has been used to experimentally detect shallow buried faults in urban areas in the past a few years, with some progress and experience obtained. According to the results from Olympic Park, Beijing, Shandong Province, Gansu Province and Shanxi Province, we have generalized the method and procedure for inferring the discontinuity of electrical structures (DES) indicating a buried fault in urban areas from resistivity tomograms and its typical electrical features. In general, the layered feature of the electrical structure is first analyzed to preliminarily define whether or not a DES exists in the target area. Resistivity contours in resistivity tomograms are then analyzed from the deep to the shallow. If they extend upward from the deep to the shallow and shape into an integral dislocation, sharp flexure (convergence) or gradient zone, it is inferred that the DES exists, indicating a buried fault. Finally, horizontal tracing is be carried out to define the trend of the DES. The DES can be divided into three types-type AB, ABA and AC. In the present paper, the Zhangdian-Renhe fault system in Zibo city is used as an example to illustrate how to use the method to infer the location and spatial extension of a target fault. Geologic drilling holes are placed based on our research results, and the drilling logs testify that our results are correct. However, the method of this paper is not exclusive and inflexible. It is expected to provide reference and assistance for inferring the shallow buried faults in urban areas from resistivity tomograms in the future.
