Skip to main content

Level book, RL of A 380.500, 3.845 on B

Short answer

From A (RL 380.500 m) applying the HI method forward yields RL of B = 371.270 m. The difference of 9.230 m over 360 m gives a falling gradient of 1 in 39 (about 2.56%).

The following consecutive readings were taken with a level and a 4 metre levelling staff on a continuously sloping ground at a common interval of 30 metres.

0.855 (on A), 1.545, 2.353, 3.115, 3.825, 0.455, 1.380, 2.055, 2.855, 3.455, 0.585, 1.015, 1.850, 2.755, 3.845 (on B).

The R.L. of A was 380.500. Make a level book and apply usual checks. Determine the gradient of the line AB.

Assumptions: the staff positions are 30 m apart; the readings 3.825 and 3.455 are foresights on change points, and the next readings (0.455 and 0.585) are backsights on the same points after the instrument is shifted. This gives 13 points, with A to B = 12 x 30 = 360 m. RL of A = 380.500 m is known. The third reading is printed as 2.353 and has been used as printed (in a similar paper it is 2.335).

PointChainageBSISFSHIRiseFallRL (m)
A00.855381.355380.500
2301.5450.690379.810
3602.3530.808379.002
4903.1150.762378.240
51200.4553.825377.9850.710377.530
61501.3800.925376.605
71802.0550.675375.930
82102.8550.800375.130
92400.5853.455375.1150.600374.530
102701.0150.430374.100
113001.8500.835373.265
123302.7550.905372.360
B3603.8451.090371.270

HI is shown on the row where a new set-up starts. RL = previous RL + rise - fall.

Arithmetic checks

ΣBS−ΣFS=1.895−11.125=−9.230 mΣRise−ΣFall=0.000−9.230=−9.230 mLast RL−First RL=371.270−380.500=−9.230 m\begin{aligned} \Sigma BS - \Sigma FS &= 1.895 - 11.125 = -9.230 \text{ m}\\ \Sigma \text{Rise} - \Sigma \text{Fall} &= 0.000 - 9.230 = -9.230 \text{ m}\\ \text{Last RL} - \text{First RL} &= 371.270 - 380.500 = -9.230 \text{ m} \end{aligned}

All three are equal, so the arithmetic is correct.

Gradient of the line AB

RL of A = 380.500 m, RL of B = 371.270 m, difference = 9.230 m (falling from A to B).

Gradient=9.230360=139.00\text{Gradient} = \frac{9.230}{360} = \frac{1}{39.00}

Answer: RL of B = 371.270 m; the line AB falls at 1 in 39.0 (2.56 %).

✓ Answer checked by Claude Opus 5.5 (high effort)

All Surveying I chapter 5 questions →