Module 11 - Tides & Tidal Streams

Worked Secondary-Port and Tidal-Gate Example

Standard-port HW is 0535 at 5.2 m and LW is 1148 at 1.1 m. The applicable secondary differences are HW +0015 and -0.4 m; LW +0025 and +0.2 m. Corrected secondary HW is 0550 at 4.8 m and LW is 1213 at 1.3 m.

Corrected range = 4.8 - 1.3 = 3.5 m. The supplied curve says that two hours after HW, 0.72 of the fall has occurred. Predicted height = 4.8 - (3.5 × 0.72) = 2.28 m, rounded to 2.3 m before operational allowances.

The foul stream begins at HW +0400. From secondary HW 0550, that is 0950. To be clear 30 minutes earlier, the gate time is 0920. Work backwards from 0920 with realistic speed over ground and an earlier abort if progress is slow.

  • Apply separate secondary HW and LW corrections first
  • Read whether the supplied factor is rise or fall
  • Check the height remains between corrected HW and LW
  • Convert tidal phase to clock time before route timing
  • Add vessel and decision margins after the arithmetic
StageVisible workingResult
Secondary HW0535 + 15 min; 5.2 - 0.40550 at 4.8 m
Secondary LW1148 + 25 min; 1.1 + 0.21213 at 1.3 m
Range4.8 - 1.33.5 m
Height at HW +24.8 - (3.5 × 0.72)2.28 m ≈ 2.3 m
Foul stream starts0550 + 4 h0950
Clear-by gate0950 - 30 min0920

Optional quick check

Section 11 of 11

Corrected HW is 0550. Foul stream starts at HW +0400 and the gate must be clear 30 minutes earlier. What is the clear-by time?

Choose one answer
Sources and factual review

Reviewed 20 August 2026 - Compass Revision editorial review.

Continue studying Tides & Tidal Streams

This public lesson is part of Revision Module 11. Full revision access adds the guided Learn, Practise and Test flow, flashcards and revision progress.