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25-Nav-A1 Fundamentals of Naval Architecture · May-16-Nav-A1 2017

Question 1 of 5: Parallel Sinkage and Change of Trim from an Added Weight

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Notes on this paper

Reference texts: Tupper, Introduction to Naval Architecture; Lewis (ed.), Principles of Naval Architecture (PNA); IMO, International Code on Intact Stability (IS Code).

Question 1: Parallel Sinkage and Change of Trim from an Added Weight

Question text not reproduced: the examination questions are © Engineers and Geoscientists BC. Open the official past paper (linked at the top of this page) to read the question, then follow the worked solution below.

Given. A ship at level trim takes on a single weight aft of both amidships and the centre of flotation, so it both sinks bodily and trims by the stern.

Given data
QuantitySymbolValue
Length$L$529 ft
Initial draft (level trim)$d_0$21.25 ft
Displacement$\Delta$8880 LT
Tons per inch immersion$TPI$52 LT/in
Moment to trim 1 inch$MT1$1601 ft·LT/in
Centre of flotation$LCF$45 ft aft of amidships
Weight added$w$120 LT, 122 ft aft of amidships

Find. The final forward draft $d_F'$, aft draft $d_A'$, and the mean draft.

WL0 WL1 (final, trimmed by stern) amidships F (LCF, 45 ft aft) w=120 LT, 122 ft aft FP AP bow → ← stern
Profile schematic (not to scale): the weight sits aft of the centre of flotation $F$, so the ship sinks bodily and trims by the stern — $WL_0$ is the initial waterline, $WL_1$ the final trimmed waterline.

Approach. Compute the bodily (parallel) sinkage from $TPI$, the total change of trim from the trimming moment about $F$ and $MT1$, then apportion the change of trim to the forward and aft perpendiculars by their distances from $F$.

  1. Parallel sinkage. The weight acts uniformly on the whole waterplane through $TPI$: $$\text{sinkage}=\frac{w}{TPI}=\frac{120}{52}=2.308\text{ in}=0.192\text{ ft (at both ends)}$$
  2. Trimming moment and total change of trim. The weight's lever from $F$ is $122-45=77\text{ ft}$ aft of $F$, so the ship trims by the stern: $$\text{Trimming moment}=w(77)=120(77)=9240\text{ ft}\cdot\text{LT}\ \Rightarrow\ COT=\frac{9240}{MT1}=\frac{9240}{1601}\approx5.771\text{ in}$$
  3. Apportion the trim about $F$. Distances from $F$ to the perpendiculars: $l_F=L/2+45=309.5\text{ ft}$, $l_A=L/2-45=219.5\text{ ft}$ (check: $l_F+l_A=529\text{ ft}=L$): $$\Delta d_F=COT\cdot\frac{l_F}{L}=5.771\left(\frac{309.5}{529}\right)\approx3.377\text{ in (decrease)},\qquad \Delta d_A=COT\cdot\frac{l_A}{L}=5.771\left(\frac{219.5}{529}\right)\approx2.395\text{ in (increase)}$$
  4. New drafts. Forward draft gets the parallel sinkage minus its share of trim; aft draft gets the parallel sinkage plus its share: $$d_F'=21.25+0.192-\frac{3.377}{12}\approx21.161\text{ ft},\qquad d_A'=21.25+0.192+\frac{2.395}{12}\approx21.642\text{ ft}$$ $$\boxed{d_F'\approx21.161\text{ ft},\quad d_A'\approx21.642\text{ ft},\quad d_{mean}=\frac{d_F'+d_A'}{2}\approx21.401\text{ ft}}$$
Question 1 — final results
QuantityValue
Parallel sinkage$\approx2.31$ in
Change of trim$\approx5.77$ in (by the stern)
New forward draft $d_F'$$\approx21.161$ ft
New aft draft $d_A'$$\approx21.642$ ft
Mean draft$\approx21.401$ ft
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