WBBSE Madhyamik Vocational Plumbing study materials
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Pinhole Leaks in a 20-Year-Old GI Riser: Patch or Replace?

WBBSE Madhyamik Vocational Plumbing · Put your knowledge to work in context.

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Pinhole Leaks in a 20-Year-Old GI Riser: Patch or Replace?

A two-storey house in a hard-water belt draws water from a 90 m deep borewell. The supply is through 20-year-old 20 mm GI pipes. Water analysis shows pH 7.2, total hardness 480 mg/L as CaCO3, dissolved iron 1.3 mg/L and chloride 210 mg/L. The owner reports pinhole leaks at three threaded elbows on the first-floor run during the last 18 months, and brown water in the morning. A plumber proposes cutting out only the leaking elbow and joining a new CPVC section to the old GI pipe with a threaded brass adapter, then burying the joint in the wall. The owner wants the cheapest repair that will last at least ten years. The plumber will work from a bamboo ladder with a gas torch nearby for the GI side. The wall is 115 mm brick with cement plaster, and no expansion allowance is shown in the proposal.

1. Explain why the failures are concentrated at the threaded elbows, and evaluate the proposed CPVC-to-GI patch against the owner's ten-year requirement.

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Why the elbows fail

  • Threading removes 25–30% of the wall thickness and leaves sharp roots; elbows are also where flow changes direction, so turbulence and suspended solids erode the protective layer.
  • The brass adapter creates a bimetallic couple with the GI pipe. With chloride at 210 mg/L the water is conductive, so the zinc/steel becomes the anode and corrodes preferentially at the exposed threads.
  • Brown water in the morning is a corrosion product, not just hardness scale. Hardness alone would scale the pipe; the iron and chloride point to active corrosion.

Evaluation of the patch

  • Cutting out one elbow leaves 20-year-old GI immediately upstream and downstream, already thinned at other threads. The next leak is likely within months, so the ten-year requirement is not met.
  • The new threaded brass-to-GI joint is a fresh galvanic couple buried in plaster: inaccessible, unseen, and impossible to test after plastering.
  • CPVC and GI expand differently; a rigid buried joint concentrates movement at the threads.
  • A gas torch beside a bamboo ladder and concealed timber is a fire risk; the method statement is unsafe.

Recommendation Replace the whole first-floor run, or the full riser if the ground-floor run is also thin, in CPVC. If a partial repair is unavoidable, keep the transition exposed in an inspection box and use a dielectric transition fitting.

2. Specify the correct transition arrangement, support spacing and expansion provision if CPVC is used for the replacement run.

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Transition

  • Use the manufacturer's CPVC-to-GI transition fitting (brass threaded adapter with a dielectric nipple or union). Do not rely on a plain brass adapter screwed directly into old GI.
  • Wrap PTFE tape on male threads only; avoid jointing compounds that attack CPVC. Keep the transition accessible in a 150 × 150 mm inspection box, not buried in plaster.

Supports and expansion

  • For 20 mm CPVC, support horizontally at about 0.9 m centres and vertically at about 1.2 m centres, using plastic-coated clamps that do not crush the pipe.
  • Allow for thermal expansion: CPVC expands roughly 6–7 × 10⁻⁵ per °C. A 5 m run with a 30 °C swing moves about 10 mm. Provide an offset or expansion loop, and do not clamp both ends rigidly.
  • Keep the pipe clear of hot surfaces and provide a sleeve where it passes through the wall.

Testing Pressure-test at 1.5 times the working pressure (and not less than 10 bar), hold for one hour with the gauge at the lowest point, then flush and disinfect before handover. Record the test in the handover note.

3. The plumber argues that a 10-bar, one-hour test is unnecessary because the house runs at only about 2 bar. Give the reasoning you would use to insist on the test.

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A test is not a simulation of normal running pressure; it is a proof test of every joint and of the workmanship. Normal working pressure is about 2 bar, but surge pressure when a tap closes quickly, or when the borewell pump starts, can be several times that figure. A 1.5× proof test at 10 bar gives a margin that exposes a partially made joint, a cracked thread or a damaged O-ring that would otherwise fail months later inside a wall.

The test also protects the plumber commercially: once the wall is plastered, a leak is assumed to be the plumber's fault. A recorded test with the gauge reading, duration and date is evidence that the installation was sound at handover. If the pipe rating at the ambient temperature is below 10 bar, the test pressure must be capped at the rated pressure and the reason recorded.