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Hydraulic Tables, Coefficients, And Formulae; For Finding The Discharge Of Water From Orifices, Notches, Weirs, Pipes, And Rivers
Hydraulic tables, coefficients, and formulA; for finding the discharge of water from orifices, notches, weirs, pipes, and rivers - 1853 - CONTENTS - INTRODUCTION . . . . . . . . SECT. I. Application and use of the Tables, Formulae, c. . . 11. Formulae for the Velocity and Discharge from Orifices, Weirs, and Notches.-Coefficients of Velocity, Contraction,...
Hydraulic tables, coefficients, and formulA; for finding the discharge of water from orifices, notches, weirs, pipes, and rivers - 1853 - CONTENTS - INTRODUCTION . . . . . . . . SECT. I. Application and use of the Tables, Formulae, c. . . 11. Formulae for the Velocity and Discharge from Orifices, Weirs, and Notches.-Coefficients of Velocity, Contraction, and Discharge.-Practical Remarks on the Use of the Formulae . . . . 111. Experimental Results. Xoefficients of isc charge . . IV. Variations in the Coefficients from the Position of the Orifice.-General and Partial Contraction.-Velocity of Approach.-Central and Mean Velocities . . . V. Submerged Orifices and Weirs.-Contracted River Channels . . . . . . . . . . VI. Short Tubes, Mouth-pieces, and Approaches.-Coefficients of Discharge for Simple and Compound Short Tubes.- Shoots . . . . . . . . . . VII. Lateral Contact of the Water and Tube.-Atmospheric r e s s u r e . l e amde asured to the Discharging Orifice. Coefficient of Resistance.-Formula for the Discharge from a Short Tube.-Diaphragms.-Oblique Junctions. -Fdrmula for the Time of the Surface sinking a Given Depth . . . . . . . . . . . VIII. Flow of Water in uniform Channels.-Xean Velocity.-Mean Radii and Hydraulic Mean Depths.-Border.-Train.-Hydraulic Inclination.-Effects of Friction.- Formulae for calculating the Mean Velocity.-Application of the Formulae and Tables to the Solutions of three useful Pioblems . . . . . . . . . IX. Best forms of the Channel.-Regimen . . . . X. Effects of Enlargements and Contractions.-Backwater Weir Case.-Long and Short Weirs . . . . . XI. Bends and Curves.-Branch Pipes.-Different Losses of Head.-General Equation for finding the Velocity.-Hydrostatic and Hydraulic Pressure.-PiEzometer.-Catchment Basins.-Rain Fall per annum.-Water Power . . . . . . . . . A 2 PAGE. Yii 1 i v CONTENTS. PAOE. NOTE A. Discharge from one Vessel or Chamber into Lock- himbers . . . . . . anoth . er.-. 16 9 TABLE. I. Coefficients of Discharge from Square and Differently Proportioned Rectangular Lateral Orifices in Thin Vertical Plates . . . . . l 7 4 11. For Finding the Velocities from the Altitudes and the Altitudes from the Velocities . . . . . 176 111. Square Roots for finding the Effects of the Velocity of Approach when the Orifice is small in proportion to the Head. Also for finding the Increase in the Discharge from an Increase of Head. See p. 55 . . . . 186 IV. For Finding the Discharge through Rectangular Orifices in which n h - Also for Finding the Effects of the d Velocity of Approach to Weirs, and the Depression on the Crest. See p. 65 . . . . 188 V. Coefficients of Discharge for different Ratios of the Channel to the Orifice . . 192 VI. The Discharge over Weirs or Notches of One Boot in Length in Cubic Beet per Minute . 198 VII...
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