Page 243 - Civil Engineering Formulas
P. 243

CHAPTER 7
                             SURVEYING

                             FORMULAS











             UNITS OF MEASUREMENT

             Units of measurement used in past and present surveys are
               For construction work: feet, inches, fractions of inches (m, mm)
               For most surveys: feet, tenths, hundredths, thousandths (m, mm)
               For National Geodetic Survey (NGS) control surveys: meters, 0.1, 0.01, 0.001 m
             The most-used equivalents are
               1 meter   39.37 in (exactly)   3.2808 ft
                                      1
               1 rod   1 pole   1 perch   16   2  ft (5.029 m)
               1 engineer’s chain   100 ft   100 links (30.48 m)
                                                                  1
               1 Gunter’s chain   66 ft (20.11 m)   100 Gunter’s links (lk)   4 rods     80  mi
               (0.020 km)
                                                     2
                                                               2
               1 acre   100,000 sq (Gunter’s) links   43,560 ft   160 rods   10 sq
                                      2
               (Gunter’s) chains   4046.87 m   0.4047 ha
                       3            2         2               1
               1 rood     4  acre (1011.5 m )   40 rods (also local unit   5   2  to 8 yd)
               (5.029 to 7.315 m)
                           2
                                        2
               1 ha   10,000 m   107,639.10 ft   2.471 acres
               1 arpent   about 0.85 acre, or length of side of 1 square arpent (varies) (about
                      2
               3439.1 m )
               1 statute mi   5280 ft   1609.35 m
                  2
               1 mi   640 acres (258.94 ha)
               1 nautical mi (U.S.)   6080.27 ft   1853.248 m
               1 fathom   6 ft (1.829 m)
               1 cubit   18 in (0.457 m)
                                         1
               1 vara   33 in (0.838 m) (Calif.), 33   3  in (0.851 m) (Texas), varies
                        1
               1 degree     360  circle   60 min   3600 s   0.01745 rad
               sin 1   0.01745241
                                        177
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