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Level book, staff readings at B and C (1251.000)

Short answer

Working backward from A (RL 1250.250 m) using rise and fall, RL of first point is 1257.590 m. From last instrument set-up (HI 1252.300 m), required staff reading at B = 1.500 m, at C = 1.300 m.

The following consecutive staff readings were taken by a level and 4 m levelling staff on pegs at 15 m interval on a continuously sloping ground: 0.895, 1.305, 2.805, 0.965, 2.695, 3.255, 1.120, 2.825, 3.450, 3.895, 1.685, 2.050 (Station A). The RL of station A where the reading 2.050 was taken is known to be 1250.250 m. From the last position of the instrument, two stations B and C with RLs 1250.800 and 1251.000 m respectively are to be established without disturbing the instrument. Work out the required staff readings at stations B and C and complete all the works in level book form.

Assumptions: 12 readings at 15 m interval. The instrument was moved whenever the reading nearly reached the limit of the 4 m staff and the next reading drops sharply. The shifts are therefore taken after the readings 2.805, 3.255 and 3.895 (the change points), and 1.685 is the last back sight. Set-ups: (0.895, 1.305, 2.805), (0.965, 2.695, 3.255), (1.120, 2.825, 3.450, 3.895), (1.685, 2.050). The last reading 2.050 is on A, whose RL is 1250.250 m, so levels are worked from A backwards (rise/fall is first found with an arbitrary RL and then shifted so that A = 1250.250).

PointChainageBSISFSHIRiseFallRL (m)
100.8951258.4851257.590
2151.3050.4101257.180
3300.9652.8051256.6451.5001255.680
4452.6951.7301253.950
5601.1203.2551254.5100.5601253.390
6752.8251.7051251.685
7903.4500.6251251.060
81051.6853.8951252.3000.4451250.615
A1202.0500.3651250.250

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

Arithmetic checks

ΣBS−ΣFS=4.665−12.005=−7.340 mΣRise−ΣFall=0.000−7.340=−7.340 mLast RL−First RL=1250.250−1257.590=−7.340 m\begin{aligned} \Sigma BS - \Sigma FS &= 4.665 - 12.005 = -7.340 \text{ m}\\ \Sigma \text{Rise} - \Sigma \text{Fall} &= 0.000 - 7.340 = -7.340 \text{ m}\\ \text{Last RL} - \text{First RL} &= 1250.250 - 1257.590 = -7.340 \text{ m} \end{aligned}

All three are equal, so the arithmetic is correct.

Setting out B and C from the last instrument position

HI of the last set-up = RL of point 8 + BS = 1250.615 + 1.685 = 1252.300 m (check: RL of A + FS on A = 1250.250 + 2.050 = 1252.300 m).

Staff reading required = HI - required RL.

Reading at B=1252.300−1250.800=1.500 mReading at C=1252.300−1251.000=1.300 m\begin{aligned} \text{Reading at B} &= 1252.300 - 1250.800 = 1.500 \text{ m}\\ \text{Reading at C} &= 1252.300 - 1251.000 = 1.300 \text{ m} \end{aligned}

Both readings are within the 4 m staff length, so B and C can be set out without shifting the instrument. A peg is driven at B and C until the staff reads these values. In the level book, B and C are entered as intermediate sights of the last set-up: B (IS 1.500, RL 1250.800 m) and C (IS 1.300, RL 1251.000 m).

Answer: staff reading at B = 1.500 m, at C = 1.300 m. RL of the first point = 1257.590 m.

✓ Answer checked by Claude Opus 5.5 (high effort)

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