Simple Hydraulic FormulćE. & F.N. Spon, 1881 - 90 páginas |
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Términos y frases comunes
10-inch main 20 feet 24 hours 667 gallons according to circumstances area in square assume a discharge bend centre of gravity channel cloth coefficient according coefficient of discharge corresponding to log crown 8vo cube feet cubic feet d₂ depth d₁ diagram Diameter in inches difference of level discharge in cube due to velocity Electric Engineering equal feet per second figs foot formula friction gallons in 24 gallons per minute given head due head for velocity head in feet hydraulic inclination hydraulic mean depth illustrations Inst length logarithms loss of head Michelotti nozzle Number corresponding obtained orifice pipe A B Plate VIII Practical quantity of water radius Rule 59 Rule 60 service reservoir short tubes siphon pipe sluice square edges square feet square root street supply Tables theoretical velocity thin plate Total head required town velocity of approach velocity of entry WARNFORD wetted perimeter width yards دو وو
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