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Q2 Z2,(Q2) Z2(Q2) - Institute for Water Resources - U.S. Army

Q2 Z2,(Q2) Z2(Q2) - Institute for Water Resources - U.S. Army

Q2 Z2,(Q2) Z2(Q2) - Institute for Water Resources - U.S. Army

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Given the tonnage, 0, to be carried on the waterway and the ton-<br />

_<br />

nage, C, of an optimal or average tow, one can determine the number<br />

of trips required to achieve 0, viz.,<br />

P(t)<br />

X = 0/E, (4.23)<br />

where X is the number of trips per time period. A trip is defined as<br />

any point-to-point movement. While X is the number of trips required<br />

to produce a waterway tonnage of 0, there may not be a one-to-one re-<br />

lationship between X and the number of trips by tows operating on the<br />

waterway because of the possibility of trips involving empty tows.<br />

This consideration may be accounted <strong>for</strong> by adjusting k by the factor<br />

(1 + p), where p represents the percentage of unproductive trips (i.e.,<br />

with unlcadedbargee) which requires an empty barge backhaul. Let ?.*<br />

be the adjusted trip rate:<br />

where 0 p 1. .<br />

X* = (1 + p)X, (4.24)<br />

It is assumed that the possibility of a tow's being at any given<br />

point on the waterway is independent of the time since the last tow<br />

was there. This implies a Poisson distribution <strong>for</strong> the arrival of<br />

taws; that is, the probability that n arrivals occur within an inter-<br />

val of time of duration t is given by ' .<br />

-<br />

(X*O ne -\*t<br />

n!<br />

(4.25)<br />

88

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