测绘工程
測繪工程
측회공정
ENGINEERING OF SURVEYING AND MAPPING
2015年
9期
5-10
,共6页
修正Meissel-Stokes核函数%标准Stokes核函数%截断误差系数%截断误差%地球重力场位系数模型%大地水准面
脩正Meissel-Stokes覈函數%標準Stokes覈函數%截斷誤差繫數%截斷誤差%地毬重力場位繫數模型%大地水準麵
수정Meissel-Stokes핵함수%표준Stokes핵함수%절단오차계수%절단오차%지구중력장위계수모형%대지수준면
Meissel-Stokes kernel function%standard Stokes kernel function%truncation error coefficient%truncation error%potential coefficient of the gravity field model%geoid
为提高区域大地水准面计算精度,基于EGM2008地球重力场位系数模型分析Meissel-Stokes核函数、截断误差系数以及截断误差。选取实验区,采用移去-恢复法评价Meissel-Stokes核函数计算大地水准面的精度。结果表明:Meissel-Stokes核函数及其截断误差系数收敛速度快;截断误差小且稳定。在积分半径不易扩展的情况下,应用Meissel-Stokes核函数计算区域大地水准面,比标准Stokes计算大地水准面精度略高。
為提高區域大地水準麵計算精度,基于EGM2008地毬重力場位繫數模型分析Meissel-Stokes覈函數、截斷誤差繫數以及截斷誤差。選取實驗區,採用移去-恢複法評價Meissel-Stokes覈函數計算大地水準麵的精度。結果錶明:Meissel-Stokes覈函數及其截斷誤差繫數收斂速度快;截斷誤差小且穩定。在積分半徑不易擴展的情況下,應用Meissel-Stokes覈函數計算區域大地水準麵,比標準Stokes計算大地水準麵精度略高。
위제고구역대지수준면계산정도,기우EGM2008지구중력장위계수모형분석Meissel-Stokes핵함수、절단오차계수이급절단오차。선취실험구,채용이거-회복법평개Meissel-Stokes핵함수계산대지수준면적정도。결과표명:Meissel-Stokes핵함수급기절단오차계수수렴속도쾌;절단오차소차은정。재적분반경불역확전적정황하,응용Meissel-Stokes핵함수계산구역대지수준면,비표준Stokes계산대지수준면정도략고。
In order to improve the accurate of the regional determination ,based on the potential coefficient of gravity field model EGM2008 ,the features ,the truncation error coefficient and the truncation error of the Meissel-Stokes kernel function are analyzed .In the test region ,the accuracy of the geoid determination is estimated using the Meissel-Stokes kernel function by the remove-restore technique .The results show that the convergences of the Meissel-Stokes kernel function and its truncation error coefficient are accelerated , and its truncation error is small and stable .If the integral radius is too small to reach the required range , the Meissel-Stokes kernel function used in the geoid determination is better than the standard Stokes .