Calculations in Hydraulic Engineering: Calculations in hydro-kineticsLongmans, Green, 1902 |
Inhalt
124 | |
125 | |
129 | |
132 | |
134 | |
137 | |
143 | |
153 | |
63 | |
64 | |
67 | |
68 | |
71 | |
76 | |
88 | |
93 | |
96 | |
98 | |
106 | |
110 | |
111 | |
113 | |
115 | |
116 | |
117 | |
122 | |
123 | |
157 | |
159 | |
160 | |
162 | |
164 | |
165 | |
168 | |
169 | |
173 | |
176 | |
178 | |
180 | |
182 | |
184 | |
186 | |
194 | |
195 | |
201 | |
Häufige Begriffe und Wortgruppen
acceleration aqueduct ashlar Bazin brickwork calculated circular coefficient of discharge conduit cone conoidal inlet constant cross-section cubic feet culvert curve D'Arcy depend determined diagram diameter discharge Q drop h₁ engineer example expended experimental experiments expression fall H feet per second frictional loss frictional resistance given greater h₂ head h height hydraulic depth hydraulic gradient hydraulic mean hydraulic radius illustrated inches inclination increases kinetic energy length logarithm loss of head masonry material mean velocity measured Michelotti mouthpiece nearly observed obtained old formula open channel orifice Osborne Reynolds particles piezometer pipes of Class proportional to V² quantity ratio Rectangle represent reservoir roughness sectional area series of gaugings sketched in Fig slope smoothest straight line straight line diagram stream subtract surface syphon Table total fall tube uniform varying Venturi meter vertical Vlog water-main Weisbach wetted perimeter دو
Beliebte Passagen
Seite ii - RAILWAY CONSTRUCTION. By WH MILLS, MICE, Engineer-in-Chief of the Great Northern Railway of Ireland. With 516 Illustrations and Diagrams. 8vo.
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 iii - Medium 8vo. , 2u. 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 - Medium 8vo. , 15^. net. TIDAL RIVERS: their (1) Hydraulics, (2) Improvement, (3) Navigation. By WH WHEELER, M.Inst.CE With 75 Illustrations.
Seite ii - Medium 8vo. , i6j. net. NOTES ON DOCKS AND DOCK CONSTRUCTION. By C. COLSON, M.Inst.CE, Deputy Civil Engineer-in-Chief, Admiralty. With 365 Illustrations. Medium 8vo., 2is.
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, A2, which will evidently be proportional to the length of the canal.
Seite 161 - A circular culvert 8 feet in diameter and 500 feet long is built of ordinary brickwork, and with plain cylindrical ends. The maximum flood discharge is estimated at 800 cubic feet per second, and the water is led away in a waste channel of ample dimensions.
Seite 150 - Cn calculated for each successive length of the diverging cone, is given in the first column of the following table, while the second column gives the average value in each case as found by experiment.