Plane and Geodetic Surveying for Engineers: Plane surveying |
Contents
Introduction Page | 1 |
MEASUREMENT OF AREAS AND VOLUMES | 2 |
CHAPTER I | 3 |
Copyright | |
120 other sections not shown
Common terms and phrases
accuracy adjustment angle applied axis bearing bubble calculated carried centre chain circle clamp closed compass computation contour coordinates correction curve detail determined direction distance drawing effect equal error face field figures fixed forward give given graduated ground hand height held horizontal included indicated instrument known latitude length lens less line of sight linear located lower magnetic mark means measured ment meridian method mistakes moved necessary noted object observed obtained offsets ordinary parallel perpendicular placed plane plotting pole position possible practice probable ranging reading recorded reduced reference scale screw short shown side signal simple slope staff station straight suitable surface survey surveyor taken tangent tape telescope theodolite tion transit traverse triangle tripod usually values vernier vertical zero