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???????????????????????????????λ???????????????????????????????GOCE????????????????????????????з?????????????1)GO_CONS_GCF_2_TIM_R3??GO_CONS_GCF_2_DIR_R2??GO_CONS_GCF_2_SPW_R2??GOCE??only?????150~180?????????????ITG??GRACE2010S??GRACE??only???????????????????2)?????????????????????????????????????????????3)????GOCE????????????????????????????250??Σ???250?????????????澫????14.7 cm??     

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????IGS????120??E???1999??2009??IONEX?????????????????????TEC?????????????С?????鷽??????????????????????????????????????TEC?????????????2009???TEC?????????????顣????????????????????????????????????TEC??仯?????????????????????Ч?????????????????????????????TEC?????????????????4.441 0??2.915 1 TECU??????????????23.26%??10.78%????????????????????????0.712 2??0.785 9??     

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?????й???????????????GNSS???????????????????2010??4??14??????Ms7.1????????и???4??GNSS??????LHAS??LUZH??DLHA??WUSH??????TEC?????????????й???TEC??????????????????????TEC??????????????????LHAS??LUZH??WUSH???4??1????????????TEC?????????????LHAS??LUZH??DLHA???4??5???????????TEC?????????????TEC????????????????????5???????????????????????????й?????????     

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??????2002??2006??GPS?????????????仯???????????????????????????? ?????????? ????L-AII???????????????????2006??GPS???????????????2002?????????????     

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?????й?????????????繤??????????仯?????????????2008???2?????????36.0??N??80.0??E????????200 km??Ms7.3????????????????????????????????????     

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???????в?????????????г????????????????TEC???????????????????????14??IGS??????15?????????????VTEC?????????????PPP????С???CODE?????ж???VTEC???????2TECU??VTEC?????????95%????1TECU????????????PPP????У????????λ?????????????17%??30%??????????????15%??30%??????     

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????1995??1999??1999??2004???2004??2009????????GPS??????????????????????????????????????????????????????о?????????????????????????????????????????????????????????????????????????????????????????????μ?С???????????????仯?????????????е?????????????е????????????????????????????Σ????????????????????????????????????????????????????????????????     

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?о?????????????IGS???????????GPS????????????????????????????????????????????GPS??????????????????????????????????200??IGS?????2012??1?μ??????????????GPS?????????????????????IGS?????????????????????????????????????GPS?????????????????????????????1D??????????????: 0.70??1.60??1.04??1.23 cm?????徫????IGS?????????????     

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??????????????????GPS/VRS????????,??????IGS?????????????GPS?????????????????????????GPS/VRS????ο???????VRS?????????????????????????GPS???????вο?????磨SGRSN????????????GPS??????磨SCIGN????????????????????????г?????????????????????????·??????и??????????????????????????????????0.004??10 ^-6??????????100 km?????RTK??λ??????????????????GPS/VRS????????????RTK??λ???????????????     

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基于似大地水准面格网的插值方法及精度分析

影响由似大地水准面模型进行GPS高程转换的因素有两个：GPS点大地高的测量精度和该点内插高程异常的精度。利用模拟以及某一区域似大地水准面模型比较了反距离加权插值、线性插值、谢别德插值以及切比雪夫插值方法用于GPS点高程异常内插的精度,结果表明：对于分辨率较高的似大地水准面,切比雪夫插值具有很好的内插效果。     

Analysis on accuracy of Engineering Star RTK in cadastral survey based on SOUTH-CORS

Currently,with the fast development of GPS technique,GPS RTK is rapidly being applied to the cadastral survey.GPS RTK technique not only improves efficiency and accelerates the rate of mapping,but also increases economic efficiency.The authors introduced a method for GPS RTK rapid positioning,which uses continuous operational reference system (CORS) as a base station to change the method of previous map drawing by obtaining real-time three-dimensional coordinates of boundary points and statistically analyzing with the three-dimensional coordinates obtained by Total Station to get the accuracy of GPS RTK real-time coordinates.The application of GPS RTK in practical measurement was discussed when the data link had been lost especially.The results show that the three-dimensional coordinates measured by total station can be replaced by real-time three-dimensional coordinates measured by Engineering Star RTK in the CORS.     

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?????????????????????GPS????????????г????Runge???????????t????????(Radial Basis Function,RBF)???????GPS????????????????????????в???????2011-07-25????????????t????????????????????GPS?????????????????????????GPS???????????????????÷???????Ч????Runge????????????????????????????????GPS????λ??????     

城市环境下BDS/GPS单频RTK定位算法研究

分析一种顾及速度信息辅助模糊度固定、模糊度继承以及融合多普勒观测值的单频BDS/GPS RTK算法，并给出其算法模型。通过城市环境下的实际车载测试，对比分析BDS、GPS、BDS+GPS 3种模式下单频RTK定位性能和解算精度。
     

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?????GPS???????????????????????????????????????????????о???????????????????????????????????????????????????????????廹?????????????????????????????????????????????????????????????????λ????????????????????????????????????о???????????????????????????????????????????????????????λ???     

北斗三号新信号中长基线RTK定位研究

针对北斗三号MEO卫星和IGSO卫星新增加的B1C和B2a信号中长基线RTK定位精度仍未确定的问题,利用4组中长基线实测数据对BDS-3新信号、BDS-3的B1I、B3I信号和GPS的 L1、L2信号进行数据质量分析和中长基线双频RTK定位研究。结果表明,在数据质量方面,BDS-3的可视卫星数和PDOP值优于GPS,BDS-3新信号的信噪比和多路径误差与BDS-3的B1I、B3I信号和GPS的L1、L2信号相当;在中长基线RTK定位方面,BDS-3新信号B1C+B2a组合的模糊度首次固定时间优于BDS-3的B1I+B3I组合,BDS-3新信号B1C+B2a组合的定位精度略优于BDS-3的B1I+B3I组合和GPS的L1+L2组合,可为用户提供cm级定位精度。     

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???????вο???(CORS)????????????GPS???????????λ(RTK)??????????GPS??????λ?????????????? ??λ???????????????????????????????????????????е?Delaunay?????????????????????CORS????????????????????????????????????????????????ο??????????????????????????????????????????Ч???????????