In view of the urgent need of data processing for high precision gravity data obseved from monitoring networks, we have synthesized existing gravity adjustment achievements and the analytic methods of gravimetric variation at hame and abroad completely and systematically in this clearage and key task, and put forward a set of adjustment scheme of very high applied value.
This paper introduce how to establish the control network of the Ge-lake bridge using the GPS static positioning technique in detail, how to conform the adjustment scheme, how to make them compatible between the produce of the control network and the results of the mainline control network,then supply necessary control data for the design and construction of the project.
On the basis of [2] and [3],this paper put forward two dynamic adjustment schemes of repeated observations in different epochs:(1)a dynamic adjustment of linear kinematic model with a velocity parameter λ;
The rigid block movement model under the ITRF93 frame is established by using 92Ⅲ and 96Ⅱ adjustment precept, which have the same reference frame and mutual initial epoch; and it is compared with the NNR NUVEL1A mdoel.
This paper deals with the principle for the choice between these two adjustment schemes and the difference of the results from these two kinds of adjustments.
Taking a practical example, this paper states the application of the GPS positioning technique to establish the city control network, discusses the compasion and selection, and its precision evaluation of the adjustment schemes.
In the algorithm, we used the correlation of the channel taps and a well-designed adjustment scheme to increase the accuracy of the time delay detection.
The "predictor-corrector" feedback controller is a popular adjustment scheme proposed for the quality control of certain semiconductor manufacturing process steps.
The "predictor-corrector" feedback controller, a process adjustment scheme proposed for semiconductor manufacturing run-to-run processes that drift, is extended to the multiple-input-multiple-output case.
In order to solve the problem of dynamic adjustment of repeating leveling nets covering a vast area,several adjustment programmes are suggested.By way of calculating exam- ples,these programmes are analyzed and compared in respect to the average error of adjusted differences of heights and velocity values,as well as the efficiencies of conver- gence of calculation.In this way,a rigorous method——the progressive approximation adjustment of the velocity value and the difference of heights——is suggested,which m...
On the basis of [2] and [3],this paper put forward two dynamic adjustment schemes of repeated observations in different epochs:(1)a dynamic adjustment of linear kinematic model with a velocity parameter λ;(2)a dynamic adjustment of nonlinear kinematic model with an acceleration parameter γ.This paper deals with the principle for the choice between these two adjustment schemes and the difference of the results from these two kinds of adjustments.Finally,some important charac- teristics of a dynamic adjustmen...