 | British Association for the Advancement of Science - 1859 - 750 페이지
...of properly taking into account the influence of the bottom of the river on the flow of the water to the notch. If it were practicable to dam up the river...be so far below the crest as to produce but little eflect on the flow of the water when the quantity flowing is small, yet when the quantity becomes great,... | |
 | 1860 - 452 페이지
...of properly taking into account the influence of the bottom of the river on the flow of the water to the notch. If it were practicable to dam up the river...although the bottom of the river may be so far below the erest as to produce but little effect on the flow of the water when the quantity flowing is small,... | |
 | 1867 - 448 페이지
...of properly taking into account the influence of the bottom of the river on the flow of the water to the notch. If it were practicable to dam up the river...that the water would flow through the notch as if coining from a reservoir of still water, the difficulty would not arise. This, however, can seldom... | |
 | William Davis Haskoll - 1868 - 252 페이지
...the flow of the water in the stream towards the notch. If it were practicable to dam up the stream so deep that the water would flow through the notch...still water, the difficulty would not arise. This is generally what we aim at in setting up overflow notch boards, at least as much as possible ; we... | |
 | John Neville - 1875 - 582 페이지
...the river on the flow of the water to the notch. If it were practicable to dam up the river so <leep that the water would flow through the notch as if...practice, and although the bottom of the river may be BO far below the crest as to produce but little effect on the flow of the water when the quantity flowing... | |
 | John Neville (civil engineer.) - 1875 - 566 페이지
...of properly taking into account the influence of the bottom of the river on the flow of the water to the notch. If it were practicable to dam up the river...through the notch as if coming from a reservoir of stiTl water, the difficulty would not arise. This, however, can seldom be done in practice, and although... | |
 | John Neville - 1875 - 572 페이지
...of properly taking into account the influence of the bottom of the river on the flow of the water to the notch. If it were practicable to dam up the river so <leep that the water would flow through the notch as if coming from a reservoir of still water, the... | |
 | John Neville - 1875 - 580 페이지
...of properly taking into account the influence of the bottom of the river on the flow of the water to the notch. If it were practicable to dam up the river so <leep that the water would flow through the notch as if coming from a reservoir of still water, the... | |
 | William Davis Haskoll - 1886 - 354 페이지
...the flow of the water in the stream towards the notch. If it were practicable to dam op the stream so deep that the water would flow through the notch as if eomm» from a reservoir of still water, the difficulty would not arise. This is generally what we aim... | |
 | Franklin Institute (Philadelphia, Pa.) - 1859 - 552 페이지
...of properly taking into account the influence of the bottom of the river on the flow of the water to the notch. If it were practicable to dam up the river so deep that the water would flow through * From the Journal of the Society of Art?, No 311. the notch as if coming from a reservoir of still... | |
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Further, the ordinary rectangular notch, when applied for the gauging of rivers, is subject to a serious objection from the difficulty, or impossibility, of properly taking into account the influence of the bottom of the river on the flow of the water... 