Miners Pocket book a Reference book for Engineers And Others Engaged in Metal

Cover Miners Pocket book a Reference book for Engineers And Others Engaged in Metal
Miners Pocket book a Reference book for Engineers And Others Engaged in Metal
Lock, Charles G. Warnford (Charles George Warnford), 1853-1909
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Which the new shaft g h sunk at d must have in order to reach the same level as the bottom of shaft a b.
4. Or, multiply the sine of the angle of elevation by the hypo- thenuse for the perpendicular, and the cosine of the angle of eleva- tion for the base. Thus in Fig. 41, the shaft a b is 80 yd. Deep, the angles of elevation (in this instance being two, owing to the inequality of the surface) are 39 31' at a, and 15 11' at c, while the hypothenuse a e = 240 yd. , and c d 160 yd. Then Angle a 3
...9 31' = sine -636303 X 240 = 152-712720 Angle c 15 11' = sine -261909 X 160 = 41-905440 Total difference of level d e = 194 61816 Add depth of shaft a & =80 Total depth of shaft df = 274-61816 182 MINE SURVEYING SHAFTS.
a *'ig. 39.
MINE SURVEYING SHAFTS. 183 Shafts. To find differences of Level of ', ' 1. At top. The angles of elevation between the two shafts a b and c cZ, Fig. 42, and the hypothenuse being known, their difference of level at the mouth is found in the following way. Suppose the angle of elevation efg = 44 20', and the angle hfi = 10 35', while the hypothenuse gf = 870 yd.


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