| John Mason Good - 1819 - 910 pages
...canals, or in rivers, is accelerated in consequence of its depth, and of the declivity on which it runf, till the resistance, increasing with the velocity,...becomes uniform. It is evident, that the amount of the resitting forces can hardly be determined by principles already known, and therefore nothing remains,... | |
| James Mitchell - Mathematics - 1823 - 666 pages
...depth, and of the declivity on which it runs, till the resistance increasing with the velocity, becomes equal to the acceleration, when the motion of the stream becomes uniform. But this resistance, it is obvious, can only be determined by experiment, and hence several philosophers... | |
| Technology - 1848 - 652 pages
...statical pressure. The friction along the bed of a stream increases with the velocity until it becomes equal to the acceleration, when the motion of the stream becomes uniform. The effect of friction' is to reduce the velocity of a stream, and consequently to increase its sectional... | |
| Perry Fairfax Nursey - Industrial arts - 1848 - 648 pages
...statical pressure. The friction along the bed of a stream increases with the velocity until it becomes equal to the acceleration, when the motion of the stream becomes uniform. The effect of friction is to reduce the velocity of a stream, and consequently to increase its sectional... | |
| Olinthus Gregory - 1863 - 482 pages
...depth, and of the declivity on which it runs, till the resistance, increasing with the velocity, becomes equal to the acceleration, when the motion of the...nothing remains but to ascertain, by experiment, the veloL city corresponding to different declivities, and different depths of water, and to try, by multiplying... | |
| William Thomas Brande - Encyclopedias and dictionaries - 1866 - 968 pages
...which it runs up to a certain limit, ie till the resistance, which increases with the velocity, becomes equal to the acceleration, when the motion of the stream becomes uniform. The resistance, of course, depends a great deal upon the evenness of the bottom and sides of the channel,... | |
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