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Level book: profile levelling readings

Short answer

Using the height of instrument method, the RL of the 3rd point (CP1) is 1300.250 m. Computed RLs of points 1–8: 1300.550, 1300.340, 1300.250, 1300.120, 1299.680, 1300.280, 1299.940, 1302.160 m. The line rises from the first to the last point at a gradient of about 1 in 87 (rise 1.610 m over 140 m).

The following readings were successively taken during a levelling operation: 0.320, 0.530, 0.620, 1.780, 1.910, 2.350, 1.750, 0.350, 0.690, 1.240 and (-) 0.980 m. The position of the instrument was changed after the 3rd, 7th and 9th reading. Draw out the form of level book and enter the above readings properly. Assume the R.L. of the 3rd point as 1300.250 m. Calculate the RL of all points by HI method and the gradient between the first and last point if the staff is kept at a constant interval of 20 m.

Arranging the readings. The instrument was changed after the 3rd, 7th and 9th readings, so there are four set-ups:

  • Set-up 1: 0.320 (BS), 0.530 (IS), 0.620 (FS on CP1, which is the 3rd point).
  • Set-up 2: 1.780 (BS on CP1), 1.910 and 2.350 (IS), 1.750 (FS on CP2).
  • Set-up 3: 0.350 (BS on CP2), 0.690 (FS on CP3).
  • Set-up 4: 1.240 (BS on CP3), −0.980-0.980 (FS on the last point; the negative reading means the staff was held inverted, so the point is above the line of sight).

The 11 readings are on 8 points (the FS and the next BS at a change point are on the same point). The RL of the 3rd point (CP1) is 1300.250 m, so the HI of set-up 1 is 1300.250+0.620=1300.8701300.250 + 0.620 = 1300.870 m and the RLs of points 1 and 2 are found from it.

Level field book (height of instrument method)

StationBSISFSHI (m)RL (m)
10.3201300.8701300.550
20.5301300.340
3 (CP1)1.7800.6201302.0301300.250
41.9101300.120
52.3501299.680
6 (CP2)0.3501.7501300.6301300.280
7 (CP3)1.2400.6901301.1801299.940
8-0.9801302.160

Arithmetic check

ΣBS−ΣFS=3.690−(2.080)=1.610\Sigma BS - \Sigma FS = 3.690 - (2.080) = 1.610 ; last RL −- first RL =1302.160−1300.550=1.610= 1302.160 - 1300.550 = 1.610. Both are equal, so the reduction is correct.

Gradient between the first and last point

The 8 points are 20 m apart, so the distance between the first and the last point =7×20=140= 7 \times 20 = 140 m.

Difference of level=1302.160−1300.550=+1.610 m(a rise)\text{Difference of level} = 1302.160 - 1300.550 = +1.610\ \text{m} \quad (\text{a rise}) Gradient=1.610140=187.0 (rising from the first to the last point)\text{Gradient} = \frac{1.610}{140} = \frac{1}{87.0}\ \text{(rising from the first to the last point)}

Answer: RLs of points 1 to 8 = 1300.550, 1300.340, 1300.250, 1300.120, 1299.680, 1300.280, 1299.940, 1302.160 m; the line rises from the first to the last point at a gradient of about 1 in 87.

✓ Answer checked by Claude Opus 5.5 (high effort)

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