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The Use of Low-Cost, Differentially-Corrected GPS for Reporting Field Position of Self-Propelled Irrigation Systems

机译:使用低成本,差异校正的GPS,用于报告自行推进系统的现场位置

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Precision irrigation and chemigation using center pivots and lateral move systems requires precise knowledge of the field position of the moving irrigation system. This kind of precision is not possible with typical methods of reporting angular position of center pivots. Lateral move systems do not have a readily-available, low-cost method of reporting field position. The decreasing costs and increased precision of differentially corrected GPS receivers make them a possible solution to this problem.Low-cost GPS units were ested at stationary positions in Bushland Texas and in Fort Collins, Colorado. Tests on a moving center pivot were performed in Fort Collins. Outlying errors from the reported GPS positions can be mitigated by averaging the GPS positions. Two different averaging methods were evaluated and an algorithm for combining these averaging methods with dead reckoning for reporting real-time position using recent historical data is presented. Various time periods for averaging GPS points were evaluated. Averaging time periods from 10 to 30 minutes bring in the outlying errors sufficiently without having to apply dead reckoning across long times and distances. There was good agreement on the moving pivot between GPS calculated angular datawhen compared with measured reference points. The position estimates improved by averaging over greater time periods. Averaging GPS points to calculate angular velocity decreases the variability of velocity estimates. Averaging times of 5 to 10 minutesappeared adequate to give good estimates of angular velocity.
机译:使用中心枢轴和横向移动系统的精确灌溉和培养需要精确地了解移动灌溉系统的场位置。通过报告中心枢轴的角度位置的典型方法,不可能实现这种精度。横向移动系统没有易于提供的,低成本的报告现场位置。差异校正的GPS接收器的成本降低和提高精度使其成为可能的解决方案。在丛林德克萨斯州和科林斯堡的固定位置,在舒适的职位上勘探的价格。在柯林斯堡进行移动中心枢轴的测试。可以通过平均GPS位置来减轻报告的GPS位置的偏远误差。评估了两种不同的平均方法,并呈现用于使用最近历史数据报告用于报告实时位置的死者来组合这些平均方法的算法。评估用于平均GPS点的各种时间段。平均时间段从10到30分钟带来偏远的误差,而无需在长时间和距离跨越死亡。与测量的参考点相比,GPS计算的角度数据之间的移动枢轴存在良好的一致性。通过在更大的时间段内平均来改善位置估计。平均GPS点计算角速度降低了速度估计的可变性。平均时间为5到10分钟,足以给出角速度的良好估计。

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