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Establishing a seamless vertical reference along the tidal segment of the Saint John River

机译:在圣约翰河的潮汐线段建立无缝的垂直参考线

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A method is developed to use GPS ellipsoid height observations as a means of applying a seamless vertical reference to hydrographic surveys along a 110 km tidal segment of the Saint John River. In order to be able to use the GPS ellipsoid heights, the Canada national geoid model HTv2.0 is firstly modified using a GPS/levelling geometric method to achieve a locally more accurate transformation from NAD83 ellipsoid height to CGVD28 orthometric height. In the modification, integrating the river shape with the distribution of these GPS/levelling points along the river, few geometric models are tested, and an optimal model, which has about 3 centimetres standard bias in the model interior test and 1 centimetres standard bias in the model exterior test, is chose for the modification of HTv2.0. After the modification of geoid model, the purified HTV2.0 can fulfill the precise transformation from NAD83 ellipsoid heights to CGVD28 orthometric height.rnThe second step is to develop a cross-section linear interpolation method to define an equivalent, continuously varying chart datum reference from which the transformation from CGVD28 height to CD2000 height can be derived. Integrating the definition of chart datum and the linear varying ruler of tide, a new interpolation method is developed. The method can ensure the chart datum definitions of each of points along a cross section are equal, and also guarantee the riverbed topographic continuation and consistency in hydrographic survey after the transformation from CGVD28 height to CD2000 height with the interpolation model.rnUsing this approach to a seamless vertical reference, two on-the-fly GPS tidal measurement experiments are implemented along the tidal segments of Saint John River where the seamless datum reference is constructed. The tidal data processing result with 2 centimeters standard bias and 5 centimeters maximum bias.proves that the seamless vertical reference model is credible and can meet with the requirement of hydrographical surveying.
机译:开发了一种使用GPS椭球高度观测作为将无缝垂直参考应用于沿圣约翰河110公里潮汐段的水文测量的方法。为了能够使用GPS椭球高,加拿大国家大地水准面模型HTv2.0首先使用GPS /水准几何方法进行了修改,以实现从NAD83椭球高到CGVD28正高的局部更精确的转换。在修改中,将河流形状与沿河的这些GPS /水准点的分布相结合,测试了很少的几何模型,并建立了一个最佳模型,该模型在模型内部测试中的标准偏差约为3厘米,在模型中的标准偏差为1厘米。选择模型外部测试来进行HTv2.0的修改。在修改大地水准面模型之后,纯化的HTV2.0可以实现从NAD83椭球高到CGVD28正高的精确转换。rn第二步是开发一种横截面线性插值方法,以定义等效的,连续变化的海图基准面。可以得出从CGVD28高度到CD2000高度的转换。结合海图基准面定义和潮汐线性变化标尺,提出了一种新的插值方法。该方法可以确保沿断面的每个点的图面基准定义相等,并且还可以通过插值模型将CGVD28高度转换为CD2000高度后,确保水床测量中河床地形的连续性和一致性。无缝垂直参考,沿着构建无缝基准参考的圣约翰河沿潮进行了两个飞行中GPS潮汐测量实验。潮汐数据处理结果的标准偏差为2厘米,最大偏差为5厘米。证明了无缝垂直参考模型是可靠的,可以满足水文测量的要求。

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