城市勘测
城市勘測
성시감측
URBAN GEOTECHNICAL INVESTIGATION & SURVEYING
2013年
5期
108-110
,共3页
匡志威%刘鹏程%戴建清%周晓卫
劻誌威%劉鵬程%戴建清%週曉衛
광지위%류붕정%대건청%주효위
似大地水准面精化%分块插值拟合%高程异常%高程转换模块
似大地水準麵精化%分塊插值擬閤%高程異常%高程轉換模塊
사대지수준면정화%분괴삽치의합%고정이상%고정전환모괴
quasi-geoid%block interpolation algorithm%height anomaly%elevation conversion module
目前,似大地水准面精化是解决大地高与正常高之间转换的最有效途径;但其转换模型属于机密数据,不能在外业测绘生产中用其进行实时转换。本文针对长沙地区高程异常的变化特点,采用分块插值拟合算法对其进行插值拟合,并编写成高程转换模块;GPS RTK工程软件调用该模块后,即可实现WGS-84椭球大地高到正常高的实时转换;经检核,本模型内、外符合精度均优于规范要求,解决了长沙市实时高程转换问题。
目前,似大地水準麵精化是解決大地高與正常高之間轉換的最有效途徑;但其轉換模型屬于機密數據,不能在外業測繪生產中用其進行實時轉換。本文針對長沙地區高程異常的變化特點,採用分塊插值擬閤算法對其進行插值擬閤,併編寫成高程轉換模塊;GPS RTK工程軟件調用該模塊後,即可實現WGS-84橢毬大地高到正常高的實時轉換;經檢覈,本模型內、外符閤精度均優于規範要求,解決瞭長沙市實時高程轉換問題。
목전,사대지수준면정화시해결대지고여정상고지간전환적최유효도경;단기전환모형속우궤밀수거,불능재외업측회생산중용기진행실시전환。본문침대장사지구고정이상적변화특점,채용분괴삽치의합산법대기진행삽치의합,병편사성고정전환모괴;GPS RTK공정연건조용해모괴후,즉가실현WGS-84타구대지고도정상고적실시전환;경검핵,본모형내、외부합정도균우우규범요구,해결료장사시실시고정전환문제。
Until now,the quasi-geoid is the most effective way to solve the conversion between geodetic height and normal height;but the conversion model of quasi-geoid is confidential data ,it can not be used in the surveying produc-tion.According to the characteristics of height anomaly in Changsha area ,the elevation conversion module which uses the block interpolation algorithm is presented in the paper .It can be used by GPS RTK software to solve the real-time con-version from geodetic height of WGS-84 ellipse to normal height .After checking progress ,the precision of the model is better than that in specification whatever precision and accuracy .The problem of real-time elevation conversion is solved in Changsha City .