Hydraulic Tables, Coefficients, and Formulae: For Finding the Discharge of Water from Orifices, Notches, Weirs, Pipes, and Rivers |
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Page i
... SUPPLY FOR TOWNS , AND MILL POWER . " In physics the memory disburthens itself of its cumbrous catalogue of particulars and carries centuries of observation in a single formula . - EMERSON ON NATURE . " It ought to be more generally ...
... SUPPLY FOR TOWNS , AND MILL POWER . " In physics the memory disburthens itself of its cumbrous catalogue of particulars and carries centuries of observation in a single formula . - EMERSON ON NATURE . " It ought to be more generally ...
Page xi
... supply , discharge , absorption , and evaporation in any climate can be answered . The maximum and minimum discharges in each year and series of years must be observed , as well as the average mean dis- charges , and the maximums and ...
... supply , discharge , absorption , and evaporation in any climate can be answered . The maximum and minimum discharges in each year and series of years must be observed , as well as the average mean dis- charges , and the maximums and ...
Page xiv
... SUPPLY FOR TOWNS - STRENGTH SEWERAGE ESTIMATES AND COST- THOROUGH DRAINAGE - ARTERIAL DRAINAGE OF PIPES . 343-399 SECTION XIV . WATER POWER - DYNAMOMETER , OR BREAST , AND FRICTION BRAKE - OVERSHOT , UNDERSHOT VERTICAL WHEELS - TURBINES ...
... SUPPLY FOR TOWNS - STRENGTH SEWERAGE ESTIMATES AND COST- THOROUGH DRAINAGE - ARTERIAL DRAINAGE OF PIPES . 343-399 SECTION XIV . WATER POWER - DYNAMOMETER , OR BREAST , AND FRICTION BRAKE - OVERSHOT , UNDERSHOT VERTICAL WHEELS - TURBINES ...
Page 17
... supply a reservoir near the town of Drogheda with water by a long pipe , having an inclination of 1 in 480 , the daily supply to be 80,000 cubic feet ; what must the diameter of the pipe be ? The discharge per minute must be 80,000 1440 ...
... supply a reservoir near the town of Drogheda with water by a long pipe , having an inclination of 1 in 480 , the daily supply to be 80,000 cubic feet ; what must the diameter of the pipe be ? The discharge per minute must be 80,000 1440 ...
Page 66
... supply and the weir was about 100 feet . The width of the reservoir as it approached the overfall was about 50 feet , and the plan and section , Fig . 9 , of the weir and overfall in connection with it , will give a fair idea of the ...
... supply and the weir was about 100 feet . The width of the reservoir as it approached the overfall was about 50 feet , and the plan and section , Fig . 9 , of the weir and overfall in connection with it , will give a fair idea of the ...
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Common terms and phrases
acre average Avoirdupois Bossut Buât Buât's calculated catchment cent channel cloth boards coefficient of discharge coefficient of velocity column contraction cost crest Crown 8vo cubic feet cubic foot cylindrical D. K. CLARK d₁ d₂ diagram diameter DIONYSIUS LARDNER discharge in cubic drainage drains Edition effect Engineers equal equation experiments Falls per mile feet per minute feet per second flowing foot formula friction gallons give given h₁ head due heads measured HENRY LAW hydraulic inclination hydraulic mean depth Illustrations inches per second increase Interpolated junction length loss of head maximum mean velocity Mining multiplied nearly notch orifice of entry pipe practical RALPH TATE ratio reservoir Revised Revolutions per minute river SCOTT BURN sewers short tube side square square mile supply surface theoretical thin plates tion Treatise vary velocity of approach velocity of discharge weir wheel width
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