基线由GAMIT软件解算，利用空间平差模型进行了三维坐标平差，平面平差则在不同的条件下进行。
The baseline vectors are solved with software GAMIT and the space coordinates determined with 3-d adjustment model. Horizontal coordinates are adjusted under different conditions.
通过多项重复观测数据的动态平差，可获得各监测站的三维移动，三维速率，并可求出加速率。
The values of movement, moving rate and acceleration in 3-d from the monitoring stations can be obtained by the means of the data dynamic adjustment based on the multi-repeated observation.
因此必须提出一种适合于全站仪导线的平差方法，使观测到的导线点的三维坐标能直接参与平差计算。
Must propose a suitable method of adjustment wires total station, so that the observed three-dimensional coordinates of traverse points can be directly involved in the adjustment calculation.
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