The Elements of Practical Hydraulics: For the Use of Students in EngineeringLongman, Brown, Green, and Longmans, 1855 - 124 sider |
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Side
... cubic feet read 35.84 cubic feet . 22 9 from bottom , for VRa ' & c . read VPa ' & c . 67 , lines 1-4 should be placed after formula at top of page 65 . 89 , line 25 , for great read small ; and line 26 , for small read great . 99 19 79 ...
... cubic feet read 35.84 cubic feet . 22 9 from bottom , for VRa ' & c . read VPa ' & c . 67 , lines 1-4 should be placed after formula at top of page 65 . 89 , line 25 , for great read small ; and line 26 , for small read great . 99 19 79 ...
Side 2
... cubic foot of water weighs 62.32106 lbs . avoirdupois , the foot being the third part of a brass bar , constructed by Mr. Bird about the year 1760 from the mean of several old and in- consistent standards then existing , and which bar ...
... cubic foot of water weighs 62.32106 lbs . avoirdupois , the foot being the third part of a brass bar , constructed by Mr. Bird about the year 1760 from the mean of several old and in- consistent standards then existing , and which bar ...
Side 7
... feet above the point at which it enters this partial vacuum , then the actual head producing the flow is 2 + 28.25 ... cubic foot of water weighs 62.5 lbs . , a column 6.25 144 I foot high and I square inch base weigh = 0.434 lbs . , and ...
... feet above the point at which it enters this partial vacuum , then the actual head producing the flow is 2 + 28.25 ... cubic foot of water weighs 62.5 lbs . , a column 6.25 144 I foot high and I square inch base weigh = 0.434 lbs . , and ...
Side 12
... ( § 13 ) , 0.0554 x 16.07 = 0.8903 cubic feet per second . But having found that in 13 minutes the 7.97 144 = actual discharge is 49.68 cubic feet , and reducing this 12 FLOW OF WATER - THROUGH ORIFICES IN A THIN PLATE .
... ( § 13 ) , 0.0554 x 16.07 = 0.8903 cubic feet per second . But having found that in 13 minutes the 7.97 144 = actual discharge is 49.68 cubic feet , and reducing this 12 FLOW OF WATER - THROUGH ORIFICES IN A THIN PLATE .
Side 13
For the Use of Students in Engineering Samuel Downing. actual discharge is 49.68 cubic feet , and reducing this to its value for I sec . by dividing by 90 , we obtain 49.68 90 0.552 0.8903 = 0.620 . = 0.552 cubic eet as the discharge in ...
For the Use of Students in Engineering Samuel Downing. actual discharge is 49.68 cubic feet , and reducing this to its value for I sec . by dividing by 90 , we obtain 49.68 90 0.552 0.8903 = 0.620 . = 0.552 cubic eet as the discharge in ...
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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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