基于SBAS-InSAR的黃河上游干流庫壩群段滑坡形變分析
關鍵詞:滑坡形變;SBAS-InSAR;PS選點;DS選點;黃河上游干流中圖分類號:P642.22;P237;TV882.1 文獻標志碼:A doi:10.3969/j.issn.1000-1379.2025.07.012引用格式:,,,等.基于SBAS-InSAR 的黃河上游干流庫壩群段滑坡形變分析[J].人民黃河,2025,47(7):73-77.
Analysis of Landslide Deformation in Mainstream Reservoir Group Section of the Upper Yellow River Based on SBAS-InSAR
LIU Yifan1,YU Bo2 ,LI Jie1,HUANG Rui1 (1.Guiyang Engineering Corporation Limited,Power China,Guiyang 55Oo81, China; 2.Hydropower and Water Resources Planning & Design General Institute,Power China,Beijing 1O0120,China) Abstract:Theupstreammainstreamdamgroupof teYelowRiverislocatedinthetransitioalzonebetweentheQinghaiTibetPlateauand theLoessPlateau,requiringlarge-scaelndslidehazardidentificationTaking teLngangGorge-LijiaGrgedamgroupsectionasere searcharea,SBAS-InSARmethodwasusedtoforsallbaselineiterferograms,teamplitudedeviationindexandcoherenceficiet methodwereusedtolectPSpoints(PermanetScaterer),andtheKSstatisticalestmetdasusdtoselectDSpntsPistrutedat terer).Thesurfacedeformationrateanddeformationamountinthestudyareawereobtainedthroughtie-seriesdeformationcalculationRe sults show that the deformation rate in the study area ranges from -80 to 50mm/a ,with most areas having a deformation rate of -10 to 10 (20號 ,indicatingarelativelystablestate.Combiningslopeanddeformationrateanalysis,dentifies3landslidehazardpointsinthestudy area.The maximum deformation rate at the rear edge of the landslide below the top of the Guobu slope is 80mm/a ,which is only 1 km away fromtherightbankreservoirareaofteLaxiahdrooweration,andthedeforatioattetopofthesloeiscreasingearbyare cumulative deformation value from 2021 to 2024 reaches 300mm
KeyWords:landslidedeformation;SBAS-InSAR;PSpointselection;DSpintselection;mainstreamof theupperreachesof th Yellow River
0 引言
黃河上游河段全長 3472km ,流域面積為38.6萬km2 ,占黃河流域總面積的 51.3% ,上游河段總落差3496m 。(剩余6691字)
- 耦合地理探測器和機器學習模型的...
- 基于熵指數法的黃河龍羊峽一積石...
- 基于3種算法的海南州泥石流易發(fā)...
- 地震作用下混凝土面板堆石壩三維...
- 地震-滑坡涌浪疊加下高拱壩動力...
- 基于邏輯回歸模型的黃河上游段滑...
- 黃河上游干流庫壩群段多災種大數...
- 黃河上游干流庫壩群段重大自然災...
- 基于SMOTE策略的數據不完整...
- 基于先驗知識的甘肅省積石山震后...
- 基于耦合數值模型的降雨誘發(fā)滑坡...
- 基于SBAS-InSAR的黃河...
- 基于典型小概率法-LSTM的大...
- 黃河上游多災種多源預警數據庫管...
- 面向災害損失評估的黃河流域自然...
- 基于Word2Vec模型的泥石...
- 基于多源信息融合的黃河上游多災...
- 水庫漫壩的潰決過程與數學表達...
- 基于集成學習和考慮滑坡負樣本的...
- 基于復雜網絡與數值模擬的暴雨-...
- 基于多維數據轉換的混凝土壩異常...
- 基于深度自編碼器的混凝土壩變形...
- 基于深度學習模型的混凝土壩變形...
- 考慮多點監(jiān)測數據的混凝土壩智能...
- 基于CORDEX數據的黃河上游...
- 基于后向散射特性的SAR遙感水...