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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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per trip into several components, e.g., make tow, break tow, locking,<br />

etc. But some tow delays were best treated by lumping them together<br />

into a single category which was called "miscellaneous delays."<br />

These miscellaneous delays were those due to weather, running aground,<br />

. •<br />

waiting <strong>for</strong> bridges, etc. In the case of rail, <strong>for</strong> a given level of<br />

traffic, the delays encountered en route are similar to those in the<br />

miscellaneous category <strong>for</strong> barge tows, i.e., there are a large number<br />

of random and independent delay-causing factors which may be combined<br />

<strong>for</strong> treatment. However, train delays are also related to congeition<br />

en route.<br />

In the next subsection, a brief discussion of delay-estimating •<br />

procedures is presented. Some data obtained from a railway are alio<br />

discussed to give an idea of the magnitude of linehaul delays.<br />

Apart from delays en route, trains are detained at terminals <strong>for</strong> in- '<br />

spection and assembly. Although this category of delay will not be<br />

discussed below, several studies - of yard operations are available, 13<br />

the results of which could be incorporated into the rail linehaul<br />

process function in the same manner in which make and break tow de-<br />

lays were incorporated into the tow linehaul process function.<br />

Delays en Route. The time in hours, T f , required to travel the<br />

distance D miles at cruising speed of V i miles per hour was given<br />

in Equation (3.4) as<br />

T f = D/V f . ' (5.30)<br />

l42

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