Module 11 - Tides & Tidal Streams

Worked Secondary-Port and Tidal-Gate Example

Worked secondary-port example: the standard port HW is 0535 at 5.2 m and LW is 1148 at 1.1 m. The secondary port differences are HW +0015 and height -0.4 m; LW +0025 and height +0.2 m. Use secondary HW 0550 at 4.8 m and secondary LW 1213 at 1.3 m before using the curve.

The corrected range is 4.8 - 1.3 = 3.5 m. If the tidal curve factor two hours after HW is 0.72 of the fall from HW toward LW, the height is HW - (range x 0.72) = 4.8 - (3.5 x 0.72) = 2.28 m, rounded to about 2.3 m before applying safety margin.

Yachtmaster standard is not just the arithmetic. If the headland gate turns foul at HW +0400, corrected HW 0550 gives a foul-stream start at 0950. A plan to be clear by 0920 gives only a 30-minute margin; the examiner may ask what you will do if boat speed, visibility, or sea state reduces progress.

Secondary HW

0535 + 15 min; 5.2 m - 0.4 m

Result: 0550 at 4.8 m

Secondary LW

1148 + 25 min; 1.1 m + 0.2 m

Result: 1213 at 1.3 m

Range

4.8 m - 1.3 m

Result: 3.5 m

Height two hours after HW

4.8 - (3.5 x 0.72)

Result: About 2.3 m

Gate latest time

0550 + 4 h - 30 min

Result: 0920 with a tight margin

Key points

  • Correct the standard-port times and heights before using the curve.
  • Show whether the tide is rising or falling before choosing add/subtract logic.
  • Convert tidal phases into clock times for the passage plan.
  • State the contingency if the gate margin starts to disappear.

Continue studying Tides & Tidal Streams

This topic is part of Module 11. Open the full module for lessons, quizzes, flashcards, and revision tools.