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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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separate explanation. The study of a barge tow is taken up first,<br />

then the analysis of the waterway firm is discussed.<br />

In his attempt to develop empirical representations of tow per-<br />

<strong>for</strong>mance, 1 Howe began with certain basic engineering relationships.<br />

A barge flotilla must be pushed through the water by a towboat. The<br />

resistance of the flotilla is a function of the speed at which the<br />

flotilla is moving through the water; certain characteristics of the<br />

flotilla (length, breadth, and draft); and certain characteristics of<br />

the waterway (width and depth). On the other hand, the push generated<br />

by the towboat is a function of certain characteristics of the boat<br />

(horsepower and speed) and the depth of the waterway. (The width of<br />

the waterWay wah not regarded by Howe to be an important factor in<br />

determining a towboat's effective push.) In order <strong>for</strong> a tow to be<br />

operating at a Constant speed through still water, flotilla resistance<br />

must equal the effective push of the towboat. 2<br />

Howe then estimated these functional relationships. In order to<br />

estimate the resistance function, data were taken from tank tests of<br />

barge flotillas, i.e., tests using small scale-model tows in large<br />

water-filled teat tanks. According to Howe, naval design theory indi-<br />

cates that the resistance function should take a log-linear <strong>for</strong>m.<br />

After trying many equations, he decided that the following gave the<br />

best fit to his data:<br />

' a /(U-H) 'a a +a /(W -B)<br />

1<br />

, a a<br />

R =<br />

2<br />

a<br />

3 4 5<br />

e S H L B<br />

6<br />

,<br />

, (2:1)<br />

0<br />

17

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