X
CONTENTS.
CHAP. X.
PAGE.
Hendon and Finchley Survey . . . . .38
Filling in on Railway Surveys . . . . .40
Plotting throughout . . . . .42, 46, 47
CHAP. XI.
Great Wigston Survey . . . . . .48
Filling in Right Side of Base Line, B.C. . . . .49
Left Side of Base Line, B.C. . . . .52
Base Line A.B. . . . . .52
CHAP. XII.
. 54. 60. 61
Part
By the
CHAP. I.
Method of taking a Horizontal Angle To take a Vertical Angle
Adjustments ....
Parallax ....
The Vernier ....
CHAP. II.
A FEW GENERAL REMARKS UPON THE THEOBOLITE.
I. —As compared with other instruments . . . .74
II, —As to its own Modes of Application . . . .75
CHAP. III.
USEFUL PROBLEMS IN SURVEYING WITH THE THEODOLITE.
I. —To produce a given line inaccessible and invisible from the required point
of production . . . . . .77
II. —To Measure the Angle between two Inaccessible Lines . . 78
III. —To determine the Distance between Two Inaccessible Objects . 78
IV. —When the line connecting CB cannot be produced . . 80
V. —When no one point can be found whence they are both visible . 81
VI. —When from the character of the country no horizontal measurement
can be taken to determine the height of a hill by a Theodolite . 82
66
67
70
Parish SurveyingUseful ProblemsMode of Plotting
CHAP. IV.
84
8589