Hydraulic Tables, Coefficients, and Formulae, for Finding the Discharge of Water from Orifices, Notches, Weirs, Pipes, and Rivers |
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Page vii
... given satisfaction . When the Treasury is solicited to lend , or to contribute for State purposes , the control exer- cised by the Board of Public Works and its engineers , with reference to the plans , estimates , and specifica- tions ...
... given satisfaction . When the Treasury is solicited to lend , or to contribute for State purposes , the control exer- cised by the Board of Public Works and its engineers , with reference to the plans , estimates , and specifica- tions ...
Page xi
... connexion with our drainage works . Mr. Symons is now , however , reducing the rain - fall in Great Britain and Ireland to a scientific form . The general items of cost given in SECTION XIII . INTRODUCTION TO THE THIRD EDITION . xi.
... connexion with our drainage works . Mr. Symons is now , however , reducing the rain - fall in Great Britain and Ireland to a scientific form . The general items of cost given in SECTION XIII . INTRODUCTION TO THE THIRD EDITION . xi.
Page xii
John Neville. The general items of cost given in SECTION XIII . will be found of use ; they are intended , however , more as guides than as standards for estimating other works , the cost of which must depend on their own circumstances ...
John Neville. The general items of cost given in SECTION XIII . will be found of use ; they are intended , however , more as guides than as standards for estimating other works , the cost of which must depend on their own circumstances ...
Page 3
... given in the columns referred to . EXAMPLE 5. - What is the discharge from an orifice 4 inches by 8 inches , the centre sunk 20 feet below the surface of a reservoir ? From TABLE II . , is found 430 676 inches equal 35.89 feet for the ...
... given in the columns referred to . EXAMPLE 5. - What is the discharge from an orifice 4 inches by 8 inches , the centre sunk 20 feet below the surface of a reservoir ? From TABLE II . , is found 430 676 inches equal 35.89 feet for the ...
Page 4
... given in TABLES II . and VIII . , or elsewhere in the following pages , may be converted into velocities in feet per minute , by multi- 60 plying by 5 ; equal 12 ° EXAMPLE 6. - The discharge from a small orifice having its centre placed ...
... given in TABLES II . and VIII . , or elsewhere in the following pages , may be converted into velocities in feet per minute , by multi- 60 plying by 5 ; equal 12 ° EXAMPLE 6. - The discharge from a small orifice having its centre placed ...
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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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Page 10 - A KEY AND COMPANION to the above Book, forming an extensive repository of Solved Examples and Problems in Illustration of the various Expedients necessary in Algebraical Operations.
Page 8 - Edition, very carefully revised, with the addition of Mr. LAW'S Practical Examples for Setting out Railway Curves, and Mr. TRAUTWINE'S Field Practice of Laying out Circular Curves. With 7 Plates and numerous Woodcuts. 8vo, &f.
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Page 9 - Each table is printed on a small card, which, being placed on the theodolite, leaves the hands free to manipulate the instrument — no small advantage as regards the rapidity of work.
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