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张宁晓 ，张    莹

 

（ 河南省第四地质勘查院有限公司 ，河南 郑州 450001)

摘   要 ：为有效掌握油气管道滑坡的稳定性及其危险性 ，基于滑坡现场勘查成果及变形数据 ，先采用传递 系数法和尖点突变分析开展滑坡稳定性评价 ，再利用 P ×C 分级法评价不同评价指标对管道的危险性程度。结果 表明：通过传递系数法计算 ，得出3 个监测剖面在不同工况条件下的稳定性系数范围为 1 . 005 ~ 1 . 224 ,  属欠稳定~稳定状态 ；通过尖点突变分析 ，得到 5 个监测点的突变特征值范围为 3 . 961 ×109 ~ 5. 331 ×109  ,  均大于 0 ,  说明各监测点对应位置均处于稳定状态；对比传递系数法和尖点突变分析的稳定性评价结果 ，综合得出滑坡目前处于稳定性状态；在危险性评价结果中，整体评价的危险性得分为 81 . 25 ,  总体得分偏高，危险性等级属Ⅲ级， 即滑坡灾害对管道威胁一般 ，需尽快开展局部及整体的防治措施研究 ，以保证管道安全。

关键词：管道滑坡 ；传递系数法 ；尖点突变分析 ；变形监测 ；危险性评价

中图分类号：P642           

文献标志码：A            

文章编号： 1005- 8249   (2024)  04- 0081- 07 

DOI:10. 19860/j.cnki.issn1005 - 8249.2024.04.014

 

ZHANG Ningxiao ,  ZHANG Ying

(The Fourth Geological Exploration Institute Co. ，Ltd. ，Zhengzhou 450001 ,   China)

Abstract: In order to effectively grasp the stability and danger of oil and gas pipeline landslides, based on the results of on-site landslide investigation and deformation data, the transfer coefficient method and sharp point mutation analysis are first used to evaluate the stability of landslides, and then the P×C classification method is used to evaluate the degree of danger of different evaluation indicators on the pipeline. The example analysis results show that through the transfer coefficient method calculation, the stability coefficient range of the three monitoring profiles under different operating conditions is 1.005~1.224, belonging to an unstable~stable state;Through sharp point mutation analysis, the range of mutation characteristic values for 5 monitoring points is 3.961 × 10⁹~5.331 × 10⁹, all greater than 0, indicating that the corresponding positions of each monitoring point are in a stable state; By comparing the stability evaluation results of the transfer coefficient method and the sharp point mutation analysis, it is concluded that the landslide is currently in a stable state. In the risk assessment results, the overall risk score is 81.25, which is relatively high. The risk level belongs to level III, which means that landslide disasters pose a moderate threat to pipelines. Therefore, it is necessary to carry out local and overall prevention and control measures research as soon as possible to ensure pipeline safety.

Keywords: pipeline landslide; transfer coefficient method; cusp mutation analysis; deformation monitoring; risk assessment

 

作者简介： 张宁晓  (1986—)男 ，本科，工程师 ，研究方向 ：地质水工环 、地质灾害防治 、生态修复相关工作。

收稿日期：2023- 03- 07