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This paper focuses on defining the error model of point positions obtained through a "station-orientation" procedure of direct georeferencing.
Interestingly, it will be shown that by appropriately defining the error system a single control structure can be maintained across all the above guidance methods.
Defining the error propagator (tilde {U}(t)equiv U_{c} ^{dagger}(t)U (t)), the total evolution operator is written (U (t) = U_{c} (t tilde {U}(t)).
However, the usual mathematical criterion for defining the error threshold is the loss of master sequence in the absence of back mutation.
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Let us define the error vector as (4).
We define the error sequence between and by.
Let us define the error vector as which can be obtained from, where (17).
Define the error vector (textbf {e}_{d} =textbf {h}_{d} - hat {{mathbf h}}_{d}).
We defined the error function e n ( t ) by subtracting Eqs.
Let us now define the error vector eg,uw=sg,u−sg,w.
Next, let us define the error vector ε t [ n ] = u [ n ] - u ^ t [ n ].
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