Final arithmetic for the chosen parameters #
This file turns the concrete stationary and finite-time hazard estimates into
the advertised 6a/m and 7a/m bounds. Transport enters only through an
equation-(3) inequality supplied as a hypothesis.
The concrete hierarchical count kernel with the paper's parameter and tree depth.
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Terminal hazard energy for the paper's parameter and tree depth.
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The count law at time t after iid uniform refreshing.
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- FD1D.refreshedIterate m hm t = (FD1D.parameterizedKernel m hm).iterate t (FD1D.refreshedLaw (FD1D.treeDepth m) m)
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The root node gives a lower bound on expected hazard energy.
The root lower bound also holds for a positive finite time average.
For the chosen parameters, stationary equation (3) implies the advertised
stationary 6a/m bound. All hazard and parameter hypotheses are discharged
internally.
For T ≥ m², an averaged equation-(3)/Jensen estimate along the concrete
iterates from the refreshed law implies average expected cost at most 6a/m.
For N ≥ 2m², at most m initialization cost followed by the concrete main
policy bound gives total expected average cost at most 7a/m.