Calculations in Hydraulic Engineering: A Practical Text-book for the Use of Students, Draughtsmen, and Engineers, with Numerous Illustrations and Examples, Teil 2Longmans, Green, 1902 |
Inhalt
| 1 | |
| 2 | |
| 3 | |
| 4 | |
| 5 | |
| 6 | |
| 7 | |
| 21 | |
| 137 | |
| 139 | |
| 143 | |
| 149 | |
| 152 | |
| 153 | |
| 157 | |
| 159 | |
| 25 | |
| 29 | |
| 31 | |
| 34 | |
| 39 | |
| 55 | |
| 61 | |
| 67 | |
| 76 | |
| 88 | |
| 96 | |
| 110 | |
| 116 | |
| 122 | |
| 129 | |
| 132 | |
| 134 | |
| 160 | |
| 162 | |
| 164 | |
| 165 | |
| 168 | |
| 169 | |
| 173 | |
| 176 | |
| 178 | |
| 180 | |
| 182 | |
| 184 | |
| 186 | |
| 194 | |
| 195 | |
| 201 | |
Andere Ausgaben - Alle anzeigen
Häufige Begriffe und Wortgruppen
acceleration ashlar Bazin brickwork calculated cent circular coefficient of contraction coefficient of discharge coefficient of velocity cone conical outlet conoidal inlet constant converging cosec cross-section cubic feet culvert curve D'Arcy determined diagram diameter discharge Q diverging effective head example experimental experiments expressed fall H feet per second flow frictional loss frictional resistance given greater h₁ h₂ Hamilton Smith head h height hydraulic depth hydraulic gradient hydraulic mean hydraulic radius inches inclination increase kinetic energy length logarithm loss of head masonry material measured Michelotti mouthpiece nearly negative observed obtained old formula open channel orifice perimeter piezometer pipes of Class quantity ratio rectangular channel reservoir roughness sectional area series of gaugings smooth brick smoothest straight line stream stream-lines subtract surface syphon Table total fall tube varying Venturi Venturi meter Vlog water-main Weisbach wetted perimeter width دو
Beliebte Passagen
Seite ii - A PRACTICAL TREATISE ON BRIDGE-CONSTRUCTION: Being a Text-Book on the Construction of Bridges in Iron and Steel. FOR THE USE OF STUDENTS, DRAUGHTSMEN, AND ENGINEERS. BY T. CLAXTON FIDLER, M. INST. CE, Late Prof, of Engineering, University College, Dundee "The new edition of Mr.
Seite ii - Medium 8vo., au. net CALCULATIONS IN HYDRAULIC ENGINEERING: a Practical Text-Book for the use of Students, Draughtsmen and Engineers. By T. CLAXTON FIDLER, M.Inst.CE Part I.
Seite ii - Diagrams. 8vo. , 18*. net. PRINCIPLES AND PRACTICE OF HARBOUR CONSTRUCTION. By WILLIAM SHIELD, FRSE, M.Inst.CE, and Executive Engineer, National Harbour of Refuge, Peterhead, NB With 97 Illustrations. Medium 8vo.
Seite ii - Medium 8vo. , 15^. net. TIDAL RIVERS: their (1) Hydraulics, (2) Improvement, (3) Navigation. By WH WHEELER, M.Inst.CE With 75 Illustrations.
Seite ii - RAILWAY CONSTRUCTION. By WH MILLS, MICE, Engineer-in-Chief of the Great Northern Railway of Ireland. With 516 Illustrations and Diagrams. 8vo., 18*.
Seite ii - LONGMANS' CIVIL ENGINEERING SERIES. Edited by the Author of ' Notes on Building Construction '. NOTES ON DOCKS AND DOCK CONSTRUCTION. By C. COLSON, M.Inst.CE, Deputy Civil Engineer-in-Chief, Admiralty. With 365 Illustrations. Medium 8vo. , 2is. net.
Seite 118 - Medium 2 inches 4 inches 1 foot 2 feet 3 feet 4 feet 5 feet 6 feet 7 feet 8 feet 9 feet...
Seite 125 - Another way of stating the same fact is to say that the...
Seite 185 - A pair of sluice-gates with square orifices 3 ft. by 3 ft. deliver a submerged flow into a lock chamber whose length from gate to gate is 300 ft. with an average width of 40 ft. What time will it take to fill the chamber if the lift is 16 ft? Coefficient of discharge = 0-65. (ICE, Oct., 1910.) 17 min./0-6 sec.
Seite 7 - ... by the descent of the water from a higher to a lower level, through some vertical height, h%, which will evidently be proportional to the length of the canal.