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Optimal Equiripple Design Technique 365<br />

Let us now turn our attention to the problem statement and equation<br />

(7.45). It is a well-known problem in approximation theory, and the<br />

solution is given by the following important theorem.<br />

THEOREM 1<br />

Alternation Theorem<br />

Let S be any closed subset of the closed interval [0,π]. Inorder that<br />

P (ω) be the unique minimax approximation to H dr (ω) on S, itisnecessary<br />

and sufficient that the error function E(ω) exhibit at least (L +2)“alternations”<br />

or extremal frequencies in S; that is, there must exist (L +2)<br />

frequencies ω i in S such that<br />

E (ω i )=−E (ω i−1 )=± max |E (ω)| (7.47)<br />

S<br />

△<br />

= ±δ, ∀ ω 0

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