The Civil-engineer & Surveyor's ManualFergus printing Company, 1879 - 586 sider |
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Side 4
... litres into cubic feet and imperial gallons , 201 Table XXX . Weights and measures . Table XXXI . Discharge of water through new pipes compiled from D'Arcy's official French tables for 0.01 to 1.00 metres in diameter , and ten ...
... litres into cubic feet and imperial gallons , 201 Table XXX . Weights and measures . Table XXXI . Discharge of water through new pipes compiled from D'Arcy's official French tables for 0.01 to 1.00 metres in diameter , and ten ...
Side 9
... litres .6 100 10 66 1 66 0.1 66 0.01 ** 0.001 " 41 .4480 9.0240 42 .4833 .2441 43.5186 .4642 44 .5539 .6843 45 .5892 .9044 46 .6246 10.1244 47 .6599 .3445 48.652 .5646 49 .7305 .7848 Decilitre Centilitre 7.0633 44.0193 Litre 300 10.5950 ...
... litres .6 100 10 66 1 66 0.1 66 0.01 ** 0.001 " 41 .4480 9.0240 42 .4833 .2441 43.5186 .4642 44 .5539 .6843 45 .5892 .9044 46 .6246 10.1244 47 .6599 .3445 48.652 .5646 49 .7305 .7848 Decilitre Centilitre 7.0633 44.0193 Litre 300 10.5950 ...
Side
... litres 1c0 met in litres 100 met . in litres 100 met . in litres 100 met . in litres . 7.6218 0.036 9.0050 0.03910.5030 2.4419 145 2.8850 157 3.3651 1.3237 325 1.5639 353 1.8241 0.042 12.117 0.046 13.846 170 3.8820 182 4.4360 382 2.1044 ...
... litres 1c0 met in litres 100 met . in litres 100 met . in litres 100 met . in litres . 7.6218 0.036 9.0050 0.03910.5030 2.4419 145 2.8850 157 3.3651 1.3237 325 1.5639 353 1.8241 0.042 12.117 0.046 13.846 170 3.8820 182 4.4360 382 2.1044 ...
Side
... litres . 100 met . in litres . 100 met . in litres . 100 met . in litres 0.01 0.0001 15.690 0.052 17.650 0.055 19.725 0.059 21.915 0.061 2 03 5.0268 207 5.6547 220 6.3193 232 7.0209 245 3 07 2.7249 467 3.0652 495 3.4255 523 3.8050 | 551 ...
... litres . 100 met . in litres . 100 met . in litres . 100 met . in litres 0.01 0.0001 15.690 0.052 17.650 0.055 19.725 0.059 21.915 0.061 2 03 5.0268 207 5.6547 220 6.3193 232 7.0209 245 3 07 2.7249 467 3.0652 495 3.4255 523 3.8050 | 551 ...
Side 1
... litres . 100 met in litres . 100 met . in litres . 100 met . in litres 24.220 0.064 26.640 0.068 29.176 0.071 81.827 0.074 34.594 0.078 307 7.7594 258 8.5350 270 9.3474 283 10.197 295 11.083 4.2062 580 4.6266 608 5.0670 636 5.5274 664 ...
... litres . 100 met in litres . 100 met . in litres . 100 met . in litres 24.220 0.064 26.640 0.068 29.176 0.071 81.827 0.074 34.594 0.078 307 7.7594 258 8.5350 270 9.3474 283 10.197 295 11.083 4.2062 580 4.6266 608 5.0670 636 5.5274 664 ...
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The Civil-Engineer & Surveyor's Manual: Comprising Surveying, Engineering ... Michael Mcdermott Ingen forhåndsvisning tilgjengelig - 2017 |
The Civil-Engineer & Surveyor's Manual: Comprising Surveying, Engineering ... Michael McDermott Ingen forhåndsvisning tilgjengelig - 2015 |
Vanlige uttrykk og setninger
abscissa acid acres altitude alumina ammonia antimony aqua regia azimuth baryta base bearing boundary carbonate Centimetres centre chains chloride circle circumferentor clay color comp copper cubic feet DEGREES DEPARTURE depth dilute Disch'ge Hgt dist distance divided east equal Equation Example formula Frustrum given gives grains greatest azimuth hour angle hydraulic hydrochloric acid inches diameter insol iron land latitude latus rectum length lime limestone litres longitude magnesia marked meridian metres miles multiplied nitric acid oxide parallel perpendicular Polaris potash potassa prec precipitate quarter section corner radius right ascension river road sand segment side silica sine slopes soda soil soluble solution specific gravity square station stone survey surveyor Table tabular tangent Theodolite thick township triangle velocity
Populære avsnitt
Side 8 - ... one person being in fault will not dispense with another's using ordinary care for himself Two things must concur to support this action. An obstruction in the road by the fault of the defendant, and no want of ordinary care to avoid it on the part of the plaintiff.
Side 32 - In any plane triangle, the sum of any two sides is to their difference as the tangent of half the sum of the opposite angles is to the tangent of half their difference.
Side 11 - ... and shall plant all such intermediate posts or monuments as he may be required to plant, in the line so ascertained, having due respect to any allowance for a road or roads, common or commons, set out in such original survey...
Side 10 - ... post or limit; but if the same cannot be satisfactorily ascertained, then the surveyor shall measure the true distance between the nearest undisputed posts, limits or...
Side 2 - There is an equilibrium upon the wheel and axle when the power is to the weight as the radius of the axle to the radius of the wheel.
Side 34 - The velocity of a fluid issuing from an orifice in the bottom of a vessel kept constantly full, is equal to that which a heavy body would acquire in falling through a space equal to the depth of the orifice below the surface of the fluid...