Hydraulic Tables, Coefficients, and Formulae, for Finding the Discharge of Water from Orifices, Notches, Weirs, Pipes, and Rivers |
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Results 1-5 of 34
Page xvi
... showing the relative Discharging Powers of Pipes of different Diameters , and of any similar Channels whatever , closed or open . ( See pp . 28 , 29 , 245 , etc. ) TABLE XIV . English and French Measures TABLE XV . Weight , Specific ...
... showing the relative Discharging Powers of Pipes of different Diameters , and of any similar Channels whatever , closed or open . ( See pp . 28 , 29 , 245 , etc. ) TABLE XIV . English and French Measures TABLE XV . Weight , Specific ...
Page 75
... showing the different depths upon and for some distance above the crest , is necessary in all experiments for deter- mining accurately by calculation the value of the coefficient of discharge ca. Du Buât , finding the theoretical ...
... showing the different depths upon and for some distance above the crest , is necessary in all experiments for deter- mining accurately by calculation the value of the coefficient of discharge ca. Du Buât , finding the theoretical ...
Page 78
... h would become 769 for the head hw in 1 equation ( 34 ) . For == · 2 , and , therefore , TABLE IV . , • 628 × ( 1 · 2 ) § — ( · 2 ) = · 628 × 1 · 2251 = · 769 . TABLE showing the ratio of the head , h , 78 THE DISCHARGE OF WATER FROM.
... h would become 769 for the head hw in 1 equation ( 34 ) . For == · 2 , and , therefore , TABLE IV . , • 628 × ( 1 · 2 ) § — ( · 2 ) = · 628 × 1 · 2251 = · 769 . TABLE showing the ratio of the head , h , 78 THE DISCHARGE OF WATER FROM.
Page 79
John Neville. TABLE showing the ratio of the head , h , to the depth , h , on a Plank Weir of the full width of the Channel , immediately at the upper edge , I h or see equation ( 33 ) , when the sheet of water is free after passing hw ...
John Neville. TABLE showing the ratio of the head , h , to the depth , h , on a Plank Weir of the full width of the Channel , immediately at the upper edge , I h or see equation ( 33 ) , when the sheet of water is free after passing hw ...
Page 80
... showing the ratio equation ( 33 ) , when the sheet of water h h ? passing over is in contact with the crest and with the water imme- diately below a Plank Weir . h Values of for different heights of weirs and for different hw heads ...
... showing the ratio equation ( 33 ) , when the sheet of water h h ? passing over is in contact with the crest and with the water imme- diately below a Plank Weir . h Values of for different heights of weirs and for different hw heads ...
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Common terms and phrases
acre average Avoirdupois Bossut Buât Buât's calculated catchment cent centre channel cloth boards coefficient of discharge coefficient of velocity column contraction cost crest cubic feet cubic foot cylindrical d₁ d₂ diagram diaphragm discharge in cubic Ditto drainage drains Du Buât's Edition effect engine equal equation experiments Falls per mile feet per minute feet per second finding the discharge flowing foot formula friction gallons give given h₁ head due heads measured hydraulic inclination hydraulic mean depth Illustrated inches per second increase Interpolated junction Killaloe length loss of head maximum mean radius mean velocity multiplied nearly notch orifice of entry pipe practical RALPH TATE ratio reservoir Revolutions per minute river RIVER ROBE SCOTT BURN sewers short tube side square square mile supply surface theoretical thin plates tical tion Treatise vary velocity of approach velocity of discharge weir wheel width Woodcuts
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