垂线偏差数据对于提高惯性导航精度具有重要意义,阐述了使用重力场球谐模型计算水平重力扰动的方法,使用EGM2008重力场球谐模型计算水平重力扰动,并将其与美国国家地理空间情报局提供的全球2.5′×2.5′垂线偏差网格数据进行对比,...垂线偏差数据对于提高惯性导航精度具有重要意义,阐述了使用重力场球谐模型计算水平重力扰动的方法,使用EGM2008重力场球谐模型计算水平重力扰动,并将其与美国国家地理空间情报局提供的全球2.5′×2.5′垂线偏差网格数据进行对比,验证了所述水平重力扰动计算方法的正确性。将水平重力扰动计算结果用于航空、车载惯性导航数据离线处理,结果表明EGM2008模型计算的水平重力扰动可用于补偿惯性导航;将水平重力扰动计算结果用于长航时船载惯性导航数据离线处理,结果表明惯性导航精度最大提升1.5 n mile,平均提升0.8 n mile。展开更多
Different methods have been deployed to compute the geoid, the altimetry reference for surveying applications. One of their main goals is to allow the use of GPS (Global Positioning System) or GNSS heights, which are ...Different methods have been deployed to compute the geoid, the altimetry reference for surveying applications. One of their main goals is to allow the use of GPS (Global Positioning System) or GNSS heights, which are related to an ellipsoid and therefore must be corrected. Some of these methods are accurate but quite heavy as developed by [1], but one of them is easy to use while giving very good results in a local system: some mm for a 10 × 10 km2 area developed by [2] [3]. In our study, we have used software called “Géoide Program”, previously used at the CERN in Switzerland and set up by [4], which they complete this software allowing a parameterization of general data to provide results in a general system. Then, tests have shown the way to optimize computations without any loss of accuracy. For our computations we use gridded of geodetic heights, from Lambert or WGS 84 datum’s, DTM (Digital Terrain Model) and leveled GPS points. To obtain these results, components of the vertical deflection are computed for every point on the grid, deduced from the attraction exerted by the mass Model. Then, geodetic heights are computed by an incremental way from an arbitrary reference. Once the calculation is performed, the geodetic height of any point located in the modelled area can be interpolated. The variations of parameters (mainly size and increments of the DTM and of the modeled area, and ground density) have shown that they do not play a significant role although DTM must be large enough to take into account an important area around a selected zone. However, the choice of the levelled GPS points is primordial. We have performed tests with real data concerning Mejez El Bab zone, in north of Tunisia. Nevertheless, for a few hundreds of square kilometers area, and just by using a DTM and a few levelled GPS points, this method provides results that look extremely promising, at least for surveying activities, as it shows a good possibility to use GPS for coarse precision levelling, and as DTM are now widely ava展开更多
文摘垂线偏差数据对于提高惯性导航精度具有重要意义,阐述了使用重力场球谐模型计算水平重力扰动的方法,使用EGM2008重力场球谐模型计算水平重力扰动,并将其与美国国家地理空间情报局提供的全球2.5′×2.5′垂线偏差网格数据进行对比,验证了所述水平重力扰动计算方法的正确性。将水平重力扰动计算结果用于航空、车载惯性导航数据离线处理,结果表明EGM2008模型计算的水平重力扰动可用于补偿惯性导航;将水平重力扰动计算结果用于长航时船载惯性导航数据离线处理,结果表明惯性导航精度最大提升1.5 n mile,平均提升0.8 n mile。
文摘Different methods have been deployed to compute the geoid, the altimetry reference for surveying applications. One of their main goals is to allow the use of GPS (Global Positioning System) or GNSS heights, which are related to an ellipsoid and therefore must be corrected. Some of these methods are accurate but quite heavy as developed by [1], but one of them is easy to use while giving very good results in a local system: some mm for a 10 × 10 km2 area developed by [2] [3]. In our study, we have used software called “Géoide Program”, previously used at the CERN in Switzerland and set up by [4], which they complete this software allowing a parameterization of general data to provide results in a general system. Then, tests have shown the way to optimize computations without any loss of accuracy. For our computations we use gridded of geodetic heights, from Lambert or WGS 84 datum’s, DTM (Digital Terrain Model) and leveled GPS points. To obtain these results, components of the vertical deflection are computed for every point on the grid, deduced from the attraction exerted by the mass Model. Then, geodetic heights are computed by an incremental way from an arbitrary reference. Once the calculation is performed, the geodetic height of any point located in the modelled area can be interpolated. The variations of parameters (mainly size and increments of the DTM and of the modeled area, and ground density) have shown that they do not play a significant role although DTM must be large enough to take into account an important area around a selected zone. However, the choice of the levelled GPS points is primordial. We have performed tests with real data concerning Mejez El Bab zone, in north of Tunisia. Nevertheless, for a few hundreds of square kilometers area, and just by using a DTM and a few levelled GPS points, this method provides results that look extremely promising, at least for surveying activities, as it shows a good possibility to use GPS for coarse precision levelling, and as DTM are now widely ava
