10 CON3321 Engineering Surveying 1PE04 Practical Exercise 3 Detail Surveying 30

10 con3321 engineering surveying 1pe04 practical

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CON3321 Engineering Surveying 1PE04 Practical Exercise #3 Detail Surveying 3.0 Results Our group was set the measurement point station D, and calculated the whole circle bearing from station D to measured point by using the whole circle bearing from station C to station D. In practical no. 2 traverse exercise, we found the coordinate and whole circle bearing, the result as below: Whole Circle Bearing of Station: Whole circle bearing, Ѳ Whole circle bearing, Ѳ (degree, minutes, seconds)) Whole circle bearing, Ѳ (degree) Horizontal Distance Ѳ from A to B 100°20'30'' 100.341667 11.735 Ѳ from B to C 347°17'25.75'' 347.2904861 20.583 Ѳ from C to D 280°27'32.5'' 280.4590278 9.048 Ѳ from D to A 174°31'52.25'' 174.5311806 19.704 Coordinate of Station: Station A Station B Station C Station D Easting 1200 1211.545 1207.018 1198.121 Northin g 1000 997.893 1017.972 1019.614 Coordinate of Measured Point: ∆E = Distance x sin Ѳ ; ∆N = Distance x cos Ѳ The results were as below: 11
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CON3321 Engineering Surveying 1PE04 Practical Exercise #3 Detail Surveying To HCR Angle CD and the destinage point Distance Angle CD and the destinage point (degree) Whole circle bearing, Ѳ from D to the point (in degree) Deta E Deta N E N C 0°0'06'' 0°0'00'' 9.046 0 A 74°03'44'' 74°03'38'' 19.705 74.06055556 174.5195833600 1.881936 -19.6149 1200.003 999.999 BM 28°12'34'' 28°12'28'' 58.095 28.20777778 128.6668055800 45.36014 -36.2972 1243.481 983.317 GL 1 1 2°54'38'' 2°54'32'' 10.006 2.908888889 103.3679166890 9.734892 -2.31342 1207.856 1017.3 2 0°15'56'' 0°15'50'' 10.529 0.263888888 100.7229166880 10.34515 -1.95902 1208.466 1017.66 MH 1 1 19°59'33'' 19°59'27'' 13.078 19.99083333 120.4498611300 11.27419 -6.62772 1209.395 1012.99 2 21°36'48'' 21°36'42'' 13.808 21.61166667 122.0706944700 11.70081 -7.33157 1209.822 1012.28 GL 2 1 35°30'18'' 35°30'12'' 13.038 35.50333333 135.9623611300 9.063115 -9.3728 1207.184 1010.24 2 35°42'37'' 35°42'31'' 13.743 35.70861111 136.1676389100 9.517725 -9.91378 1207.638 1009.7 GL 3 1 19°47'01'' 19°46'55'' 22.228 19.78194444 120.2409722400 19.2031 -11.1949 1217.324 1008.42 2 20°21'43'' 20°21'37'' 22.891 20.36027778 120.8193055800 19.6585 -11.7278 1217.779 1007.89 GL 4 1 87°44'53'' 87°44'47'' 7.629 87.74638889 188.2054166900 -1.08883 -7.5509 1197.032 1012.06 2 84°05'32'' 84°05'27'' 8.113 84.09083333 184.5498611300 -0.64358 -8.08743 1197.477 1011.53 GL 5 1 142°29'03'' 142°28'57'' 12.623 142.4827 242.9417278000 -11.2413 -5.74216 1186.879 1013.87 2 139°22'28'' 139°22'22'' 12.484 139.3727778 239.8318056000 -10.7931 -6.27371 1187.328 1013.34 GL 6 1 179°04'29'' 179°04'23'' 9.015 179.0730556 279.5320834000 -8.89053 1.492883 1189.23 1021.11 2 175°56'58'' 175°56'52'' 8.501 175.9477778 276.4068056000 -8.44791 0.948601 1189.673 1020.56 GL 7 1 00°59'04'' 00°58'57'' 25.019 0.9825 101.4415278000 24.52181 -4.96296 1222.643 1014.65 2 359°59'25'' 359°59'19'' 25.536 359.9886111 100.4476389000 25.11264 -4.63062 1223.233 1014.98 MH 2 1 20°00'38'' 20°00'32'' 13.081 20.00888889 120.4679166900 11.27469 -6.6328 1209.395 1012.98 2 21°37'56'' 21°37'50'' 13.804 21.63055556 122.0895833600 11.695 -7.3333 1209.816 1012.28 MH 3 1 60°34'12'' 60°34'6'' 4.571 60.56833333 161.0273611300 1.486108 -4.32268 1199.607 1015.29 2 58°29'54'' 58°29'48'' 5.369 58.49666667 158.9556944700 1.927953 -5.0109 1200.049 1014.6 MH 4 1 158°47'53'' 158°47'47'' 10.17 158.7963889 259.2554167000 -9.9917 -1.896 1188.129 1017.72 2 154°28'30'' 154°28'24'' 9.855 154.475 254.9340278000 -9.51626 -2.56162 1188.604 1017.05 Bay 1 141°18'54'' 141°18'48'' 13.239 141.3133333 241.7723611000 -11.6646 -6.26173 1186.456 1013.35 Bay 2 125°57'48'' 125°57'42'' 10.234 125.9616667 226.4206945000 -7.41372 -7.05489 1190.707 1012.56 Bay 3 99°12'48'' 99°12'42'' 8.299 99.21166667 199.6706944700 -2.79356 -7.81469 1195.327 1011.8 Bay 4 23°46'22'' 23°46'16'' 20.111 23.77111111 124.2301389100 16.62747 -11.3128 1214.748 1008.3 Bay 5 20°18'52'' 20°18'46'' 23.88 20.31277778 120.7718055800 20.51798 -12.2175 1218.639 1007.4 12
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CON3321 Engineering Surveying 1PE04 Practical Exercise #3 Detail Surveying Bay 6 27°24'05'' 27°23'59'' 21.513 27.39972222 127.8587500200 16.98508 -13.2029 1215.106 1006.41 Bay 7 128°04'36'' 128°04'30'' 12.742 128.075 228.5340278000 -9.54821 -8.43744 1188.572 1011.18 Bay 8 140°57'34'' 140°57'28'' 14.392 140.9577778 241.4168056000 -12.638 -6.88563 1185.483 1012.73 LA 1 65°50'25'' 65°50'19'' 9.917 65.83861111 166.2976389100 2.349121 -9.63476 1200.47 1009.98 2 63°47'43'' 63°47'37'' 9.882 63.79361111 164.2526389100 2.681936 -9.51111 1200.803 1010.1 3 50°11'43'' 50°11'37'' 11.709 50.19361111 150.6526389100 5.738618 -10.2063 1203.859 1009.41 4 49°57'28'' 49°57'22'' 12.085 49.95611111 150.4151389100 5.966511 -10.5094 1204.087 1009.1 LB 1 24°07'07'' 24°07'01'' 22.267 24.11694444 124.5759722400 18.33408 -12.6365 1216.455 1006.98 2 138°25'32'' 138°25'26'' 13.371 138.4238889 238.8829167000 -11.4471 -6.90998 1186.674 1012.7 Relative Height of Measurement Point: Relative Height of bench mark = 13.102 mPD; Pole Height = 1.3m; Delta H = distance x tan(Ѳ – 90 0 ) = 58.095 x tan (90 0 - 89°44'03'') = -0.26954 Instrument Height = 1.38m Relative Height at station D (mPD) = Relative Height of bench mark + Pole Height - delta H - Instrument Height = 13.102 + 1.3 – (-0.26954) – 1.38 = 13.29154 PD Relative Height at measured point = Relative Height at station D + Pole Height - delta H - Instrument Height The results were as below: 13
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CON3321 Engineering Surveying Practical Exercise #3 Detail Surveying 14 To Vertical Circular Readin g Pole Heigh t (m) Horizont al Distance Vertical Circular Reading (in degree) Delta H Relative Height BM 89°44' 03'' 1.3 58.095 89.734166 67 - 0.2695433 8 13.102 C 98°03'5 2'' 0.1 9.046 98.0644444 4 1.28170965 1 13.2898 3 A 93°05'2 2'' 0.1 19.705 93.0894444 4 1.06354380 3 13.508 GL 1 1 96°21'0 3'' 0.4 10.006 96.3508333 3 1.11365918 1 13.1578 8 2 96°08'3 2'' 0.4 10.529 96.1422222 2 1.13307372 8 13.1384 7 MH 1 1
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  • Spring '19
  • Surveying, theodolite, Detail Surveying

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