Maritime Questions › Tides Celestial

At sunset your vessel is in position DR 20°N, and you observe the Sun bearing 284° by compass as it sets. The Sun's declination from the Almanac is 15°N. How do you calculate and apply the compass error?

A. Compass error by amplitude: (1) AMPLITUDE formula: Sin(Amplitude) = Sin(Declination) / Cos(Latitude). Sin(Amp) = Sin(15°) / Cos(20°) = 0.2588 / 0.9397 = 0.2754. Amplitude = arcsin(0.2754) = 15.98° ≈ W16°N (at sunset, the Sun bears West; declination N = amplitude toward North = W16°N); (2) TRUE BEARING of Sun at setting = 270° + 16° = 286°T (bearing is W of S at sunset when declination is N — actually 286°T; W16°N = 360−(90−16)... correct method: at sunset, body bears West + amplitude toward declination; W16°N = 360° − (90°−16°) = 286°T); (3) COMPASS BEARING observed = 284°C; (4) ERROR: True bearing − Compass bearing = 286° − 284° = +2°. Variation from chart for the area. If the variation is 5°W, then deviation = error − variation = +2° − (−5°) = +7°E. If True bearing > Compass: compass is reading LOW = compass is pointing too far west = westward error... Error: True − Compass = +2° — compass reads LESS than true = compass error is 2° East (compass is low by 2° = it needs to read higher = add 2° = East).
B. Take the bearing difference between the compass bearing (284°) and 270° (west). The difference = 14°. Error = 14°N. Apply this directly as the compass error.
C. An amplitude observation requires a bearing taken at sunrise, not sunset. Sunset amplitudes are affected by refraction and cannot be used for compass error correction.
D. The amplitude is read directly from the sextant at sunset — no calculation is needed. The observed sextant amplitude minus the tabulated amplitude gives the compass error.
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The charted clearance under a bridge at MHWS is 8.2m. Your vessel has an air draught of 7.4m. HW at the standard port today is 4.8m at 1400. LW before it was 0.6m. The bridge is at a secondary port; seasonal correction +0.1m. You need to pass at 1030. Is it safe?
A. Step-by-step tidal calculation using the Rule of Twelfths (or use Admiralty Tide Tables co-tidal and range factor): (1) Range at standard port = HW 4.8m − LW 0.6m = 4.2m; (2) Duration of rise: LW to HW — need LW time. Assume LW was 0730 (HW 1400 = roughly 6h 30m duration — typical semi-diurnal). Duration ≈ 6h 30m; (3) Time from LW to 1030 = 3 hours; (4) Using Rule of Twelfths — first hour rises 1/12, second 2/12, third 3/12: in 3h the tide has risen (1+2+3)/12 × 4.2m = 6/12 × 4.2m = 2.1m; (5) Height at 1030 = LW + rise = 0.6 + 2.1 = 2.7m; (6) Charted MHWS = 8.2m = height of bridge above Chart Datum (CD). Bridge clearance at 1030 = 8.2 − 2.7 = 5.5m (height of bridge above 1030 water level); (7) Apply seasonal correction: +0.1m raises water level slightly: clearance = 5.5 − 0.1 = 5.4m; (8) Air draught 7.4m vs clearance 5.4m — NOT SAFE by 2.0m. The vessel cannot safely pass at 1030.
B. The charted clearance of 8.2m is at MHWS — since the tide at 1030 is not at MHWS, the clearance will always be greater than 8.2m. The vessel with 7.4m air draught is always safe.
C. Apply the seasonal correction directly to the air draught: 7.4 + 0.1 = 7.5m. Since 7.5m < 8.2m clearance, the passage is safe at any state of tide.
D. Without access to the full Admiralty Tide Tables the calculation cannot be completed. Use the bridge clearance at chart datum (which is always the stated value) as the worst-case figure.
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Your vessel has a maximum draught of 7.8m. The charted depth of the entrance channel is 8.5m below Chart Datum. HW was at 0600 with a height of 4.2m. You enter at 0800. The port requires 0.6m minimum UKC. Is there sufficient water?
A. The charted depth of 8.5m is greater than the vessel's 7.8m draught — the vessel always has positive UKC in this channel regardless of tide.
B. Depth of water calculation: (1) Time from HW to 0800 = 2 hours — the tide is FALLING; (2) Range: HW 4.2m, assume LW (next) approximately 0.8m (typical UK 3.4m range). Falling tide — using Rule of Twelfths from HW: first hour falls 1/12, second hour falls 2/12; in 2 hours tide has fallen (1+2)/12 × 3.4m = 3/12 × 3.4 = 0.85m; (3) Height at 0800 = HW − fall = 4.2 − 0.85 = 3.35m above CD; (4) Actual depth of water = charted depth + tidal height = 8.5 + 3.35 = 11.85m; (5) UKC = depth of water − draught = 11.85 − 7.8 = 4.05m; (6) Required UKC = 0.6m; available UKC = 4.05m — SAFE with considerable margin. Note: in a real tidal approach, the pilot would calculate on the minimum tidal window and dynamic UKC accounting for squat at approach speed.
C. The tide is falling — entering on a falling tide is never permitted. The master must wait for the next high water.
D. At 0800 the tidal height is 4.2m (same as HW at 0600) because it takes at least 3 hours for the tide to begin falling.
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