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accuracy accurate added adjustment angles applied assumed axis bearing calculated called centre circle closing compass complete computed convenient correction deducting departure desired determined difference direction distance divided drawn entered equal error feet field figure fixed give given greater ground half hand height horizontal inch instrument intersection known latitude length lens less manner mark means measured meridian method mile moved necessary object observed obtained optical ordinary parallel perpendicular plotted polygon position possible practice produced rays reduced reference refraction result right angles rule scale screws sheet side signal square staff station Suppose surface survey surveyor taken telescope theodolite traverse triangles true turn usually vernier vertical vide westings whole wires zero
Side 98 - All the interior angles of any rectilineal figure, together with four right angles, are equal to twice as many right angles as the figure has sides.
Side 73 - Fig. 166. — Adjustment of Level. the staff reading at B should be. If now the actual staff reading at B does not agree with this, raise or depress the whole instrument by means of the levelling screws s, s, Fig. 104, until the reading at B is correct. Now bring the bubble to the centre of its run by means of the adjusting capstan screws at e connecting the level with the telescope. See now if the reading of the staff at A is altered, and if not, the adjustment is correct. If the reading at A is...
Side 278 - ... to the season of the year. The inclination or dip also varies, from hour to hour, in a similar manner to the declination. The declination and dip are also subject to secular variations, the duration of which is not accurately known. Accidental perturbations, due to magnetic storms, affect the needles. These variations in the position of the magnets occur with great suddenness, deflecting the needle right and left with great rapidity, almost like ordinary telegraphic signalling, and are generally...
Side 149 - ... departure, each correction being so applied as to diminish the whole error in departure. Proceed in same way for the correction in latitude.
Side 25 - Purposes feel that it is impossible to lay down a hard and fast rule as to the initiation of a candidate not perfect in his body, as required in article 4 of the Ancient Charges.
Side 97 - Example 1, the sum of the northings is equal to the sum of the southings, being 11.56 in each case ; and the sum of the eastings is equal to the sum of the westings, being 9.40 in each case. Hence, the work balances. In actual practice the work seldom balances. When it does not balance, corrections are generally applied to the latitudes and departures, by the following rules...
Side 31 - Find the product of the half sum and the three remainders. The square root of the product will be the area of the triangle.
Side 149 - As the sum of all the distances is to each particular distance, so is the whole error in latitude (or departure) to the correction of the corresponding latitude (or departure)* each correction being so applied as to diminish the whole error in each case.
Side 67 - ... these galls give rise to the females which live in the galls over winter and come out before the leaves appear in the spring. The galls just described are usually preceded -in the spring by a crop which affects the leaves only, and causes an enormous development of the midvein, often to the extent of an inch in diam.eter and an inch and a half in length. These latter galls are smooth and green but irregular in shape, succulent and a little harder than an unripe grape.