测绘学报
測繪學報
측회학보
ACTA GEODAETICA ET CARTOGRAPHICA SINICA
2014年
12期
1259-1265
,共7页
王萌萌%黄国满%花奋奋%魏钜杰%卢丽君
王萌萌%黃國滿%花奮奮%魏鉅傑%盧麗君
왕맹맹%황국만%화강강%위거걸%로려군
机载I nSAR%三维重建模型%干涉定标参数%重复航迹%高程连接点%联合定标
機載I nSAR%三維重建模型%榦涉定標參數%重複航跡%高程連接點%聯閤定標
궤재I nSAR%삼유중건모형%간섭정표삼수%중복항적%고정련접점%연합정표
airborne InSAR%3D construction model%interferometric calibration parameters%repeat-pass%height connection point%joint calibration
为了提高I nSAR获取DEM的精度,实际生产作业过程中每一架次均须飞临定标场,这就要求测绘人员需要多次布设角反射器。本文针对外业重复布设角反射器耗费时间和人力的问题,提出一种新的机载双天线I nSAR联合干涉参数定标算法,实现了利用一次布设的控制点同时标定多架次干涉参数,减少了野外布设角反射器的工作量。该方法首先基于敏感度方程的定标方法选择适于机载双天线InSAR数据的干涉定标参数,其次将基于局部配准的配准方法和PSInSAR中PS点选取的方法首次引入高程连接点的选取中,实现了多架次同一场景的高程衔接。最后,根据控制点和连接点高程属性的差异,建立了不同的误差方程,组成联合定标模型,并利用中国测绘科学研究院的CA SMSAR‐X数据进行了联合定标试验,验证了该算法的正确性和有效性。
為瞭提高I nSAR穫取DEM的精度,實際生產作業過程中每一架次均鬚飛臨定標場,這就要求測繪人員需要多次佈設角反射器。本文針對外業重複佈設角反射器耗費時間和人力的問題,提齣一種新的機載雙天線I nSAR聯閤榦涉參數定標算法,實現瞭利用一次佈設的控製點同時標定多架次榦涉參數,減少瞭野外佈設角反射器的工作量。該方法首先基于敏感度方程的定標方法選擇適于機載雙天線InSAR數據的榦涉定標參數,其次將基于跼部配準的配準方法和PSInSAR中PS點選取的方法首次引入高程連接點的選取中,實現瞭多架次同一場景的高程銜接。最後,根據控製點和連接點高程屬性的差異,建立瞭不同的誤差方程,組成聯閤定標模型,併利用中國測繪科學研究院的CA SMSAR‐X數據進行瞭聯閤定標試驗,驗證瞭該算法的正確性和有效性。
위료제고I nSAR획취DEM적정도,실제생산작업과정중매일가차균수비림정표장,저취요구측회인원수요다차포설각반사기。본문침대외업중복포설각반사기모비시간화인력적문제,제출일충신적궤재쌍천선I nSAR연합간섭삼수정표산법,실현료이용일차포설적공제점동시표정다가차간섭삼수,감소료야외포설각반사기적공작량。해방법수선기우민감도방정적정표방법선택괄우궤재쌍천선InSAR수거적간섭정표삼수,기차장기우국부배준적배준방법화PSInSAR중PS점선취적방법수차인입고정련접점적선취중,실현료다가차동일장경적고정함접。최후,근거공제점화련접점고정속성적차이,건립료불동적오차방정,조성연합정표모형,병이용중국측회과학연구원적CA SMSAR‐X수거진행료연합정표시험,험증료해산법적정학성화유효성。
In order to improve the accuracy of DEM acquired by InSAR ,every flight should fly pass the calibration filed ,which required surveyors needed to lay corner reflectors repeatedly .Because laying reflectors repeatedly outside wastes time and human resources ,a new joint calibration method of airborne dual‐antenna InSAR was presented .The method could calibrate interferometric system parameters of multi‐flight with laying reflectors one time and reduce the outside workload .At first , the method selected interferometric calibration parameters suited for airborne dual‐antenna InSAR data based on the sensitivity equations calibration method ,then it brought the local registration method and PS selection method in PSInSAR to select height connection points connected height data with multi‐flight data in same area . Finally ,it established respective error equations according to the height attribute difference between control points and connection points and formed joint calibration model using the above equations ,after that ,this paper proved the correctness and effectiveness of the new algorithm with CASMSAR‐X data of China Surveying and Mapping Academy .