Elements of Surveying, and Navigation: With Descriptions of the Instruments and the Necessary Tables |
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Page 67
... mile . 40 chainsmile . 20 chains mile . - 17. Besides the chain , there are needed for measuring , ten marking pins , which should be of iron , each about ten inches in length and an eighth of an inch in thickness . These pins should be ...
... mile . 40 chainsmile . 20 chains mile . - 17. Besides the chain , there are needed for measuring , ten marking pins , which should be of iron , each about ten inches in length and an eighth of an inch in thickness . These pins should be ...
Page 87
... Miles . Acres . Roods . Sq . Chains . Perches . Sq . Links . 1 640 2560 6400.0 102,400 64,000,000 1 4 10.0 160 100,000 1 2.5 40 25,000 1.0 16 10,000 1 625 1 square mile Now , when the will be expressed in = 6400 square chains = 640 ...
... Miles . Acres . Roods . Sq . Chains . Perches . Sq . Links . 1 640 2560 6400.0 102,400 64,000,000 1 4 10.0 160 100,000 1 2.5 40 25,000 1.0 16 10,000 1 625 1 square mile Now , when the will be expressed in = 6400 square chains = 640 ...
Page 131
... is first divided by again , by a system of east and west lines meridians , six miles distance from each other ; and then SEC . IV . ] 131 PUBLIC LANDS . SECTION IV Method of Surveying the Public Lands, Variation of the Needle,
... is first divided by again , by a system of east and west lines meridians , six miles distance from each other ; and then SEC . IV . ] 131 PUBLIC LANDS . SECTION IV Method of Surveying the Public Lands, Variation of the Needle,
Page 132
... miles from each other . The country is thus divided into equal squares , which are called townships . Hence , each township s a square , six miles on a side , and contains thirty - six quare miles . 3. For the purpose of illustration ...
... miles from each other . The country is thus divided into equal squares , which are called townships . Hence , each township s a square , six miles on a side , and contains thirty - six quare miles . 3. For the purpose of illustration ...
Page 146
... miles , formula ( 1 ) gives BE = AE 7919 ( 2 ) : hence , The departure of the apparent from the true level ... mile 25 12.502 .781 100 50 7.032 3.125 75 146 [ BOOK IIL ELEMENTS OF SURVEYING .
... miles , formula ( 1 ) gives BE = AE 7919 ( 2 ) : hence , The departure of the apparent from the true level ... mile 25 12.502 .781 100 50 7.032 3.125 75 146 [ BOOK IIL ELEMENTS OF SURVEYING .
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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.