Elements of Surveying, and Navigation: With Descriptions of the Instruments and the Necessary Tables |
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Page vi
... Notes , .. To Determine the Angle between two Courses ,. 124 126 Of Dividing Land ,. 127 SECTION IV . Method of Surveying the Public Lands ,. 131 Variation of the Needle , .... 134 Method of Ascertaining the Variations ,. 138 To Find ...
... Notes , .. To Determine the Angle between two Courses ,. 124 126 Of Dividing Land ,. 127 SECTION IV . Method of Surveying the Public Lands ,. 131 Variation of the Needle , .... 134 Method of Ascertaining the Variations ,. 138 To Find ...
Page vii
... Notes , ... 166 Plotting the Work ,. 167 BOOK IV . GEODESIC , TRIGONOMETRIC , AND MARITIME SURVEYING . SECTION 1 . Geodesic and Trigonometric Surveying , ... Preliminary Reconnoissance and Establishment of Signals ,. 172 174 Measurement ...
... Notes , ... 166 Plotting the Work ,. 167 BOOK IV . GEODESIC , TRIGONOMETRIC , AND MARITIME SURVEYING . SECTION 1 . Geodesic and Trigonometric Surveying , ... Preliminary Reconnoissance and Establishment of Signals ,. 172 174 Measurement ...
Page 35
... note the number of units , and parts of a unit to which it is equal . Then multiply this number by the number of parts which the unit of the scale represents , and the product will be the length of the line . For example , suppose the ...
... note the number of units , and parts of a unit to which it is equal . Then multiply this number by the number of parts which the unit of the scale represents , and the product will be the length of the line . For example , suppose the ...
Page 67
... note should be made , that ten chains have been measured ; after which , the measurement continued as before , until the whole distance is marking pins are to be returned to the leader , and the SEC L 67 MEASUREMENT OF DISTANCES . To ...
... note should be made , that ten chains have been measured ; after which , the measurement continued as before , until the whole distance is marking pins are to be returned to the leader , and the SEC L 67 MEASUREMENT OF DISTANCES . To ...
Page 68
... note the distance ab . B Then remove the staves and place them at b and d : make the chain horizontal , and note the distance cd . Measure in the same manner the line ƒC ; the sum of the horizontal lines ab , cd , fC , is equal to AB ...
... note the distance ab . B Then remove the staves and place them at b and d : make the chain horizontal , and note the distance cd . Measure in the same manner the line ƒC ; the sum of the horizontal lines ab , cd , fC , is equal to AB ...
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Common terms and phrases
axis azimuth back-sight base line bearing called centre chords column comp compass Cosine Cosine D Cotang course decimal degrees determined diff difference of latitude difference of level difference of longitude direction dist divided double meridian distance draw east error example feet figure fore-sight ground half hence horizontal distance horizontal line horizontal plane inches instrument intersection latitude and departure length limb line of collimation logarithm M.
M. Sine marked measure method middle latitude miles multiplied needle parallel PARALLEL SAILING perpendicular plane of reference plane sailing plot protractor radius right angles right-angled triangle rods sailing scale of equal screws sides sights Sine D spherical excess spider's lines square chains staff stakes station subtract surface survey Tang tangent telescope theodolite trigonometrical variation vernier plate vertical wwwwwwwwww yards
Popular passages
Page 44 - The circumference of every circle is supposed to be divided into 360 equal parts, called degrees...
Page 67 - Being on a horizontal plane, and wanting to ascertain the height of a tower, standing on the top of an inaccessible hill, there were measured, the angle of elevation of the top of the hill 40°, and of the top of the tower 51° ; then measuring in a direct line 180 feet farther from the hill, the angle of elevation of the top of the tower was 33° 45' ; required the height of the tower.
Page 119 - Longitude of the preceding course^ plus the Departure of that course, plus the Departure of the course itself* The Double Longitude of the last course (as well as of the first) is equal to its Departure. Its "coming out" so, when obtained by the above rule, proves the accuracy of the calculation of all the preceding Double Longitudes.
Page 15 - THE LOGARITHM: of a number is the exponent of the power to which it is necessary to raise a fixed number, to produce the given number.
Page 148 - Now, if the elongation, at the time of observation, was west, and the north end of the needle is on the west side of the line, the azimuth, plus the angle shown by the needle, is the true variation. But should the north end of the needle be found on the east side of the line, the elongation being west, the difference between the azimuth and the angle would show the variation, and the reverse when the elongation is east. 1. Elongation west, azimuth 2° 04' North end of the needle on the west, angle...
Page 98 - What must be the nominal value of 4% bonds that will yield to their owner an annual income of $720 ? 7. A owns $6000 of 5% bonds; B owns $8000 of 4£% bonds. How much greater is the annual income from B's bonds than from A's ? 8. Find the area of a piece of land in the form of a rhomboid, whose base is 32 rods and whose altitude is 15 rods.
Page 148 - Then if the star depart from the plumb-line, move the compass-sight, east or west, along the timber, as the case may be, until the star shall attain its greatest elongation, when it will continue behind the plumb-line for several minutes ; and will then recede from it in the direction contrary to its motion before it became stationary. Let the compass-sight be now fastened to'the horizontal plank.
Page 28 - In a Right-angled Triangle, the side opposite the right angle is called the Hypothenuse ; and the other two sides are called the Legs, and sometimes the Base and Perpendicular.
Page 51 - C' (89) (90) (91) (92) (93) 112. 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.
Page 45 - The secant of an arc is the line drawn from the centre of the circle through one extremity of the arc, and limited by the tangent passing through the other extremity. Thus, . 00 is the secant of the arc AB.