The Elements of Practical Hydraulics: For the Use of Students in EngineeringLongman, Brown, Green, and Longmans, 1855 - 124 sider |
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Side 16
... feet , being almost identical in each column . 23. This Table , although constructed from experiments on rectangular orifices , can yet be extended to those of all other ... feet thick 16 FLOW OF WATER - THROUGH ORIFICES IN A THIN PLATE .
... feet , being almost identical in each column . 23. This Table , although constructed from experiments on rectangular orifices , can yet be extended to those of all other ... feet thick 16 FLOW OF WATER - THROUGH ORIFICES IN A THIN PLATE .
Side 17
... feet thick , and on the sill was even 1.771 ft . Thus , when the sluice was raised but a small height , the contraction ceased on four sides , and the coefficient was considerably increased . For example , when the paddle was raised ...
... feet thick , and on the sill was even 1.771 ft . Thus , when the sluice was raised but a small height , the contraction ceased on four sides , and the coefficient was considerably increased . For example , when the paddle was raised ...
Side 19
... thick material . Fig . 12 shows the manner in which the fluid bends around the exterior edge , and enters the tube without touching the internal sides , -the thickness being about th of an inch , or 0.0065 feet , and the edges cut truly ...
... thick material . Fig . 12 shows the manner in which the fluid bends around the exterior edge , and enters the tube without touching the internal sides , -the thickness being about th of an inch , or 0.0065 feet , and the edges cut truly ...
Side 31
... feet for its parameter , and thus we have this proposition : -The velocity of a fluid thread issuing from a ... thick- ness equal to 7 , the width of the opening . Now , from the well- known property of the parabola , this segment is two ...
... feet for its parameter , and thus we have this proposition : -The velocity of a fluid thread issuing from a ... thick- ness equal to 7 , the width of the opening . Now , from the well- known property of the parabola , this segment is two ...
Side 33
... feet deep ; the surface of the water being maintained at a constant height above the sill of 2 ft . H ; required the height 2 ' due to mean velocity of the flow . We have then H = 2 feet and h = 2 - 1.4 0.6 ft . , and = = ( a ) 4 / 2√2 ...
... feet deep ; the surface of the water being maintained at a constant height above the sill of 2 ft . H ; required the height 2 ' due to mean velocity of the flow . We have then H = 2 feet and h = 2 - 1.4 0.6 ft . , and = = ( a ) 4 / 2√2 ...
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The Elements of Practical Hydraulics: For the Use of Students in Engineering ... Samuel Downing Uten tilgangsbegrensning - 1875 |
The Elements of Practical Hydraulics: For the Use of Students in Engineering Samuel Downing Uten tilgangsbegrensning - 1855 |
Vanlige uttrykk og setninger
actual discharge angle of convergence Bossut bottom Calculate canal Castel centre channel attached charge CHARLES MERIVALE Chew Magna Coeffi coefficients column consequently constant crest cubic feet cubic foot curve cylindrical adjutage D'Aubuisson determined diameter divided Edinburgh Review Engravings equal experiments expression fall feet long feet per second feet thick flow of water fluid vein formula gauging given gives greater H₁ head height due hence History horizontal hydraulic inches increase issue less mean velocity measured Michelotti morocco nearly opening orifice outlet overfall parabola particles pipe Poncelet Post 8vo pressure price 14s price 21s proportional ratio rectangular orifice reservoir sides sill slope sluice Square crown 8vo square roots suppose thin plate tion transverse section tube upper edge vertical vessel vols volume of water waste-board water flowing weir width Woodcuts
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