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IGCSE · Cambridge (CIE) · 0972

Compare liquid-pressure changes across stated layers

Apply the uniform-liquid equation separately to supplied non-mixing layers and keep every reference explicit.

Pressure pathway · 0972 (9–1) · 1.8
Exam scope and assessment notes

Extended only (Supplement) · Physics 0972, 2026–2028, section 1.8.4. Recall and use Δp = ρgΔh for a stationary liquid with stated density and gravitational field. A pressure change is not automatically total pressure; use vertical depth and a consistent surface or point reference. Written work is self-checked. Human subject-teacher review, supervised practical experience and cumulative assessment remain pending. Cambridge states that IGCSE 0972 has the same subject content as IGCSE 0625, with 9–1 grading. This StudyForA pathway maps the 2026–2028 syllabus only. This 9–1 graded qualification is available only in a limited number of administrative zones. Confirm that your centre can enter you for this code and exam series with Cambridge International. Cambridge has published a separate syllabus for 2029. StudyForA has not reconciled that version yet; this page supports exams in 2026, 2027 and 2028 only.

Before you begin

  • Use Δp = ρgΔh for one uniform liquid.
  • Identify vertical layer thicknesses and non-mixing density order.

Work on paper. Try each question before revealing help, and explain why your method works.

Quick readiness check

For a non-mixing layer model, why not use one layer's density over every depth?

What you will learn

  • Add pressure increments for stated uniform-density layer segments.
  • Compare complete depth/density accounts without inventing a shared boundary.
An original non-mixing stationary layer diagram uses an upper 0.50 m at 800 kg/m³ and lower 0.30 m at 1000 kg/m³, with g = 10 N/kg. Vertical layer thickness uses 300/0.80 drawing units per metre. The 4000 and 3000 Pa segment increments sum to 7000 Pa, and a supplied 100 kPa top reference gives bottom total 107 kPa. Width has no volume or mass scale. Uniform densities and negligible interface-curvature effects are model conditions; increments are added without restarting total pressure at the interface.Calculate each uniform layerTop surface: 100 kPa · g = 10 N/kgUpper: 0.50 m at 800 kg/m³Increment 4000 PaLower: 0.30 m at 1000 kg/m³Additional increment 3000 Pa4000 + 3000 = 7000 PaBottom total: 107 kPaDo not reset pressure at the interface
An original non-mixing stationary layer diagram uses an upper 0.50 m at 800 kg/m³ and lower 0.30 m at 1000 kg/m³, with g = 10 N/kg. Vertical layer thickness uses 300/0.80 drawing units per metre. The 4000 and 3000 Pa segment increments sum to 7000 Pa, and a supplied 100 kPa top reference gives bottom total 107 kPa. Width has no volume or mass scale. Uniform densities and negligible interface-curvature effects are model conditions; increments are added without restarting total pressure at the interface.

Separate segments when density changes

In an original application of the syllabus equation, a stationary upper layer has density 800 kg/m³ and thickness 0.50 m, with a denser lower layer of 1000 kg/m³ and thickness 0.30 m. For g = 10 N/kg, the upper increment is 4000 Pa and the lower increment is 3000 Pa, giving 7000 Pa from the top surface to the bottom. The layers are non-mixing, each density is uniform, and interface curvature effects are negligible in this stated model.

Pressure continues from the interface into the next layer, so add the increments rather than restarting each segment at zero total pressure. With a supplied top-surface pressure of 100 kPa, bottom total pressure is 107 kPa. Applying 1000 kg/m³ across all 0.80 m would give 8000 Pa and incorrectly replace the upper density. Layering is an application example, not an additional separately numbered syllabus requirement.

Choose just the segments between the stated points

For a move from 0.20 m below the top surface to 0.70 m in the same layered system, the route crosses 0.30 m of the upper liquid and 0.20 m of the lower liquid. The increase is 800 × 10 × 0.30 + 1000 × 10 × 0.20 = 4400 Pa. Using the full surface-to-bottom thickness would describe different endpoints. Reversing the interval gives a −4400 Pa change.

A uniform 1000 kg/m³ liquid to depth 0.80 m has an 8000 Pa liquid contribution for the same g, larger than this layered 7000 Pa contribution. That total-pressure comparison needs equal surface pressure. If the layered surface were 102 kPa and the uniform surface 100 kPa, their bottom totals would instead be 109 and 108 kPa. A smaller liquid increment can coexist with a larger total because the boundary differs.

Pause and explain

Does a smaller liquid increment always imply smaller total pressure if surface pressures differ?

Put the idea to work

Worked example

For upper 0.50 m at 800 kg/m³ and lower 0.30 m at 1000 kg/m³, find the liquid pressure increment with g = 10 N/kg, then total from 100 kPa at the top.

Show the worked solution
  1. Upper increment = 800 × 10 × 0.50 = 4000 Pa.
  2. Lower increment = 1000 × 10 × 0.30 = 3000 Pa.
  3. Combined increment = 7000 Pa; total = 107 kPa.

Answer 7000 Pa increase; total 107 kPa.

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From guided practice to a new situation

Write your answer and reasoning first. Use a hint only if you are stuck. The model solution is for self-checking; your written work is not automatically marked.

1 · Guided

Find the bottom increment and total pressure for upper 0.50 m at 800 kg/m³, lower 0.30 m at 1000 kg/m³, g = 10 N/kg and top-surface pressure 100 kPa.

Give me a hint

Calculate each uniform segment, then add the common top reference once.

Compare my reasoning
  1. Upper gives 4000 Pa.
  2. Lower gives 3000 Pa; combined increment is 7000 Pa.
  3. Total is 100 000 + 7000 = 107 000 Pa.

7000 Pa increase; total 107 kPa.

Look for these in your work

  • Retain each layer density.
  • Add the surface pressure once.
2 · Independent

In the same layer model, calculate the signed pressure change from depth 0.20 m to 0.70 m, then for the reverse move.

Give me a hint

Split the interval at the 0.50 m interface rather than using the whole tank.

Compare my reasoning
  1. Upper crossed thickness is 0.30 m and lower is 0.20 m.
  2. Downward increase = 2400 + 2000 = 4400 Pa.
  3. Reversing the endpoints gives −4400 Pa.

+4400 Pa; −4400 Pa.

Look for these in your work

  • Use the stated endpoints.
  • Preserve the reverse sign.
3 · Transfer

Compare the layered bottom with top pressure 102 kPa and liquid increment 7000 Pa against uniform liquid with surface pressure 100 kPa and increment 8000 Pa. Which total is greater?

Give me a hint

Add each boundary contribution before ranking.

Compare my reasoning
  1. Layered total is 102 + 7 = 109 kPa.
  2. Uniform total is 100 + 8 = 108 kPa.
  3. The layered total is greater despite its smaller liquid increment.

Layered 109 kPa versus uniform 108 kPa; layered total is greater.

Look for these in your work

  • Convert both increments to kPa.
  • Compare complete totals, not increments alone.

Common mistakes

  • Use each segment's stated density.
  • Add increments without resetting total at the interface.
  • Total-pressure rankings also need the surface reference.
Recall without your notes

What can you explain now?

In that system, what pressure change occurs from depth 0.20 m to 0.70 m?

Compare with the explanation

+4400 Pa.

The interval includes 0.30 m upper liquid and 0.20 m lower liquid.

After trying it yourself, choose your next review. This is your self-assessment.

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Make it stick

Calculate a stated layer application by segments, reverse a point-to-point change and compare totals with different surface references.

If you needed the solution, close it and solve the problem again from a blank page. A correct answer is stronger when you can explain the reason for each step.

Keep learning Physics (9-1)

Course scope and assessment

491 sequenced Physics lessons provide 1473 guided, independent and application problems. 58 of 58 syllabus sections have full linked teaching sequences; 0 sections remain pending. Three earlier starter overviews remain available but are not counted as full sequences. The map covers all six subject areas for 2026–2028 and keeps review and assessment limits visible. This is available content, not full programme completion, an exam grade or certified mastery. Written practice is self-checked. Supervised practical experience, cumulative assessment and human subject-teacher review remain pending. Paper method exercises do not demonstrate practical competence or complete either practical-assessment route. This is the separate 9–1 qualification 0972; Cambridge states that its 2026–2028 subject content is otherwise the same as 0625. This 9–1 graded qualification is available only in a limited number of administrative zones. Confirm that your centre can enter you for this code and exam series with Cambridge International. The 2029 syllabus is separately published at https://www.cambridgeinternational.org/Images/764368-2029-syllabus.pdf and is not yet mapped here. This course supports exams in 2026, 2027 and 2028 only.

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