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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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uling costs. In addition, the firm would most likely have to maintain<br />

a larger barge fleet. Scheduling costs cannot be determined here, how-<br />

ever, one would expect direct barge costs to be higher the greater<br />

number of commodities carried by each barge.<br />

The second point of view that can be taken in disaggregating total<br />

output is by the geographic area of operation. The inland waterways do<br />

not represent a homogeneous "roadbed" <strong>for</strong> freight operations. This is<br />

especially important in considering towboat costs where the physical<br />

characteristics of the waterway have been shown to have a significant .<br />

effect on output and cost (see the previous section).<br />

These effects should be evident <strong>for</strong> the barge fleet as well,.parti-<br />

cularly when maintenance cost is considered. Barge equipment faces a<br />

continual rust problem. To prevent rust, each barge is treated with a<br />

special rust-resistant paint. These treatments can be quite expensive,<br />

often running in excess of $5,000 <strong>for</strong> any one barge. One.would expect<br />

that waterways with relatively higher salt content (or other corrosive<br />

material) such as the entire Gulf River System would also have higher<br />

barge costs associated with movements on them.<br />

. Barges also receive additional wear due to physical contact with<br />

other barges or structures such as locks and piers. Such effects are<br />

quite likely to be associated with the river district over which a<br />

barge operates. For example, a river district which has a large number<br />

of locks that must be travermiand difficult navigation conditions will<br />

tend to have a higher incident of collision and scraping. Barge damage<br />

and thus barge maintenance cost will be higher <strong>for</strong> such river districts.<br />

A similar Argument could be made <strong>for</strong> river districts with conjested<br />

traffic.<br />

90

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