Ground-based interferometric synthetic aperture radar(GB-InSAR)can take deformation measurement with a high accuracy.Partition of the GB-InSAR deformation map benefits analyzing the deformation state of the monitoring...Ground-based interferometric synthetic aperture radar(GB-InSAR)can take deformation measurement with a high accuracy.Partition of the GB-InSAR deformation map benefits analyzing the deformation state of the monitoring scene better.Existing partition methods rely on labelled datasets or single deformation feature,and they cannot be effectively utilized in GBInSAR applications.This paper proposes an improved partition method of the GB-InSAR deformation map based on dynamic time warping(DTW)and k-means.The DTW similarities between a reference point and all the measurement points are calculated based on their time-series deformations.Then the DTW similarity and cumulative deformation are taken as two partition features.With the k-means algorithm and the score based on multi evaluation indexes,a deformation map can be partitioned into an appropriate number of classes.Experimental datasets of West Copper Mine are processed to validate the effectiveness of the proposed method,whose measurement points are divided into seven classes with a score of 0.3151.展开更多
On 4th November 2OLO, a debris flow detached from a large debris cover accumulated above the lowermost portion of the Rotolon landslide （Vicentine Pre-AIps, NE Italy） and channelized in the valley below within the R...On 4th November 2OLO, a debris flow detached from a large debris cover accumulated above the lowermost portion of the Rotolon landslide （Vicentine Pre-AIps, NE Italy） and channelized in the valley below within the Rotolon Creek riverbed. Such event evolved into a highly mobile and sudden debris flow, damaging some hydraulic works and putting at high risk four villages located along the creek banks. A monitoring campaign was carried out by means of a ground based radar interferometer （GB-InSAR） to evaluate any residual displacement risk in the affected area and in the undisturbed neighbouring materials. Moreover, starting from the current slope condition, a landslide runout numerical modelling was performed by means of DAN-3D code to assess the impacted areas, flow velocity, and deposit distribution of the simulated events. The rheological parameters necessary for an accurate modelling were obtained through the back analysis of the 2010 debris flow event. Back analysis was calibrated with all of the available terrain data coming from field surveys and ancillary documents, such as topographic, geomorphological and geological maps, with pre- and post-event LiDAR derived DTMs, and with orthophotos. Finally, to identify new possible future debris flow source areas as input data for the new modelling, all the obtained terrain data were reanalysed and integrated with the GB-InSAR displacement maps; consequently, new simulations were made to forecast future events. The results show that the integration of the selected modelling technique with ancillary data and radar displacement maps can be a very useful tool for managing problems related to debris flow events in the examined area.展开更多
Excavation is common in the construction of hydropower projects.Monitoring for both stable and unstable slopes is a pressing requirement during progressive excavations with or without cut-slope support measures.The pr...Excavation is common in the construction of hydropower projects.Monitoring for both stable and unstable slopes is a pressing requirement during progressive excavations with or without cut-slope support measures.The present study is about an excavation carried out in a proposed concrete gravity dam site on the right bank slope of the Punatsangchhu River in western Bhutan.During the excavation,the right bank abutment witnessed multiple events of slope failures of various magnitudes.One major landslide occurred on 23 July 2013 in the toe of the right abutment,where foliation/multiple sheared/fractured zones/seams in quartz-feldspathic biotite gneiss dip towards the valley.During further excavations/piling works,a subsequent landslide on the downstream,within the body of the July 2013 landslide,occurred on 12 August 2016.As a result,a real-time monitoring of the slope became necessary to facilitate further excavations for achieving the dam foundation.Thus,the advanced slope monitoring instrument like Image By Interferometric Survey e Frequency Modulated(IBIS-FM)radar was deployed for monitoring the right bank slope during the excavation for the construction of~129 m high dam.The displacement of the hill slope is assessed based on this system by monitoring point locations as well as areas by assigning different threshold values for providing timely alerts.This real-time monitoring was effective in identifying the reactivation of August 2016 landslide that occurred on 22 January 2019.Thus,this study showcases the efficiency of IBIS-FM radar in monitoring slope instability with sub-millimeter accuracy on a near real-time basis.展开更多
文摘传统的GB-InSAR时序处理方法针对整个数据集或分组进行实时处理,该类方法占用大量的电脑内存,效率低,不能满足边坡监测的时效性,无法实现形变预测与灾害预警预报.针对此种情况,提出了基于Kalman滤波的GB-InSAR边坡形变监测实时处理方法.以河北省迁安市马兰庄铁矿边坡监测为例进行分析,提出方法在实验所用解算平台下,在1 min内可解算出研究区当前时刻形变量,并可以预测下一时刻的形变量,与传统时序InSAR的结果相比,时序形变标准差优于1 mm.
基金supported by the National Natural Science Foundation of China(61971037,61960206009,61601031)the Natural Science Foundation of Chongqing,China(cstc2020jcyj-msxm X0608,cstc2020jcyj-jq X0008)。
文摘Ground-based interferometric synthetic aperture radar(GB-InSAR)can take deformation measurement with a high accuracy.Partition of the GB-InSAR deformation map benefits analyzing the deformation state of the monitoring scene better.Existing partition methods rely on labelled datasets or single deformation feature,and they cannot be effectively utilized in GBInSAR applications.This paper proposes an improved partition method of the GB-InSAR deformation map based on dynamic time warping(DTW)and k-means.The DTW similarities between a reference point and all the measurement points are calculated based on their time-series deformations.Then the DTW similarity and cumulative deformation are taken as two partition features.With the k-means algorithm and the score based on multi evaluation indexes,a deformation map can be partitioned into an appropriate number of classes.Experimental datasets of West Copper Mine are processed to validate the effectiveness of the proposed method,whose measurement points are divided into seven classes with a score of 0.3151.
文摘On 4th November 2OLO, a debris flow detached from a large debris cover accumulated above the lowermost portion of the Rotolon landslide （Vicentine Pre-AIps, NE Italy） and channelized in the valley below within the Rotolon Creek riverbed. Such event evolved into a highly mobile and sudden debris flow, damaging some hydraulic works and putting at high risk four villages located along the creek banks. A monitoring campaign was carried out by means of a ground based radar interferometer （GB-InSAR） to evaluate any residual displacement risk in the affected area and in the undisturbed neighbouring materials. Moreover, starting from the current slope condition, a landslide runout numerical modelling was performed by means of DAN-3D code to assess the impacted areas, flow velocity, and deposit distribution of the simulated events. The rheological parameters necessary for an accurate modelling were obtained through the back analysis of the 2010 debris flow event. Back analysis was calibrated with all of the available terrain data coming from field surveys and ancillary documents, such as topographic, geomorphological and geological maps, with pre- and post-event LiDAR derived DTMs, and with orthophotos. Finally, to identify new possible future debris flow source areas as input data for the new modelling, all the obtained terrain data were reanalysed and integrated with the GB-InSAR displacement maps; consequently, new simulations were made to forecast future events. The results show that the integration of the selected modelling technique with ancillary data and radar displacement maps can be a very useful tool for managing problems related to debris flow events in the examined area.
文摘Excavation is common in the construction of hydropower projects.Monitoring for both stable and unstable slopes is a pressing requirement during progressive excavations with or without cut-slope support measures.The present study is about an excavation carried out in a proposed concrete gravity dam site on the right bank slope of the Punatsangchhu River in western Bhutan.During the excavation,the right bank abutment witnessed multiple events of slope failures of various magnitudes.One major landslide occurred on 23 July 2013 in the toe of the right abutment,where foliation/multiple sheared/fractured zones/seams in quartz-feldspathic biotite gneiss dip towards the valley.During further excavations/piling works,a subsequent landslide on the downstream,within the body of the July 2013 landslide,occurred on 12 August 2016.As a result,a real-time monitoring of the slope became necessary to facilitate further excavations for achieving the dam foundation.Thus,the advanced slope monitoring instrument like Image By Interferometric Survey e Frequency Modulated(IBIS-FM)radar was deployed for monitoring the right bank slope during the excavation for the construction of~129 m high dam.The displacement of the hill slope is assessed based on this system by monitoring point locations as well as areas by assigning different threshold values for providing timely alerts.This real-time monitoring was effective in identifying the reactivation of August 2016 landslide that occurred on 22 January 2019.Thus,this study showcases the efficiency of IBIS-FM radar in monitoring slope instability with sub-millimeter accuracy on a near real-time basis.
