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Thwarted at every turn, after seemingly interminable wrangling over planning permission followed by an unsuccessful legal challenge for use of the ground from a local Gaelic Athletic Association club, Rovers eventually ran out as sole tenants of the Tallaght Stadium (revised capacity 6,000, much of it standing) on 13 March 2008.
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We divide the transport capacity by the average queuing delay, E[d q ] at each node, as follows: (Revised transport capacity) The revised transport capacity C T (R,Λ) is the product of the end-to-end throughput and the packet velocity: C T ( R, Λ ) = M · Λ · v ( R, Λ ) = M · Λ · R E [ d q ] = M · Λ · R log 2 ( 1 + γ i, j ( R ) ) M · T − Λ · L R (15).
In addition, we revised the capacity estimation model in the Highway Capacity Manual, and developed a model based on bicycle/pedestrian volume fluctuation to describe the capacity reduction due to both non-vehicular flows and the prohibited subphase.
To this end, we revise the transport capacity by reflecting a queue at each node and optimize the revised transport capacity by jointly controlling the transmission distance and the packet generation rate.
This is referred to as the revised transport capacity throughout this paper.
Such a queuing delay affects the revised transport capacity as perceived by the receiver node.
Reflecting such aspects, we optimize the revised transport capacity by jointly controlling the transmission distance and the packet generation rate.
Figure 5 shows the relationship between the end-to-end throughput, the packet velocity, and the revised transport capacity.
In this paper, we start with maximizing the revised transport capacity of the WCM, where the IEEE 802.11 DCF MAC protocol is adopted.
Noting that the revised transport capacity is a product of λ and v(R∗, Figure 4 is directly obtained from Figure 3.
We rearrange the revised transport capacity by inserting m ( R ∗ , D ) ̂ instead of m(R∗,D): which is a quadratic equation.
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