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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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oat output, or ef<strong>for</strong>t, is not proportional to the number of tons or<br />

ton-miles being pushed. In particular, a towboat does not expend twice<br />

the "ef<strong>for</strong>t" in pushing a barge loaded with 1200 tons of cargo as it<br />

does with 600 tons of cargo. Yet, <strong>for</strong> each mile towed, twice as many<br />

ton-fliiles ,are produced by towing the 1200 ton barge. This tends to<br />

make costs rise more than in proportion to increases in output. This<br />

is because the relationship between the draft of the barge (as deter-<br />

mined by the weight of the cargo in the barge) and the resistance of<br />

the flotilla is not proportional. As draft increases, the amount of<br />

turbulence in the water also increases, thus regniring increasing mar-<br />

ginal ef<strong>for</strong>t by the towboat to achieve any given speed. There is an<br />

additional interaction with waterway depth: In general, the deeper the<br />

water the less severe the turbulence <strong>for</strong> any draft.<br />

In addition to this engineering phenomena, two additional factors<br />

alter the draft, or cargo load, and output relationship: waterway con-<br />

gestion and locking time. If, <strong>for</strong> example, a large portion of the total<br />

time taken on any trip is spent navigating locks, an empty or partially<br />

loaded barge becomes just as difficult to push as does a fully loaded<br />

barge. .<br />

All of these factors are closely related to the waterway condit-<br />

ions which prevail <strong>for</strong> any movement (thus the insistence above on in-<br />

cluding waterway characteristics in the EBN definition). The number of<br />

EBN's per hour produced by a given boat will vary with the physical con-<br />

ditions of the waterway (depth, width, stream flow), average congestion<br />

experienced, and With the time required to pass through locks. It<br />

should be noted that, viewed in this way, the EBM provides a way of<br />

. dividing the river systems into uni<strong>for</strong>m river districts.<br />

'<br />

33

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