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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

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deceleration, Equation (3.8). Moreover, some analysis of the num-<br />

ber of stops en route would be required in order to include the<br />

effects of acceleration and deceleration on a train's output.<br />

Cargo Capacity and Light Weight of Rail Train<br />

Recall that the linehaul process function is the product of<br />

two terms: (1) the cargo tonnage of the vehicle and (2) the aver-<br />

age speed of the vehicle between origin and destination. The second<br />

of these terms will be developed in the next and following sections -<br />

of this chapter <strong>for</strong> the case of rail. The cargo tonnage of a train<br />

will be discussed in this section beginning first with a discussion<br />

of the cargo tonnage of a rail car and then generalizing this dis-<br />

cussion to the cargo tonnage of a rail train. The remarks made here<br />

concerning the cargo tonnage of rail trains are applicable to all<br />

different types of rail cars and to trains composed of a variety of<br />

types of cars. Note that this was not the case in the tow process<br />

function. In the analysis of tow cargo capacity, a particular barge<br />

type was selected and used exclusively in the analysis, although<br />

methods were suggested <strong>for</strong> generalizing this procedure. The use of<br />

one type of barge was necessitated by the fact that the tow resis-<br />

tance <strong>for</strong>mulation had been estimated <strong>for</strong> only one barge type. In<br />

the case of rail, on the other hand, the resistance function is not<br />

based solely on one rail car type, nor is_it dependent on a partic-<br />

ular configuration of rail cars, i.e., the order of the rail cars<br />

comprising a train does not affect the total resistance.<br />

124

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