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Site Testing & Inspection of Pipeline

All pipelines must be tested before and after backfilling.

AIR TEST

This test is not covered by, I.S. 6: 2004 and ISEN 1916, but a pipe which complies with the Standard will usually comply with the air test provided it is laid correctly and the test equipment is in good condition. Failure to pass the air test should not preclude the acceptance of the pipeline if a successful water test can be achieved.

Air testing, whilst being convenient for the contractor, is subject to many variants and special care must be taken to ensure that any indicated failure is not due to the test equipment as opposed to the pipeline. It is always more satisfactory to test a string of pipes correctly jointed rather than single pipes, because this will minimise the effect of any shortcomings in the equipment and will give an average for the line rather than an individual result, which may vary.

A typical specification states that air should be pumped into the pipeline by a suitable means until a stable pressure of 100mm head of water is indicated on the U-tube and if, after allowing a suitable period for the pressure to stabilise, the air pressure has not fallen below 75mm during a period of 5 minutes, without further pumping, the pipeline should be accepted.

Test Procedure and Acceptance Criteria

The following test procedure is consistent with that described in BS 8301 / the Water Authorities Association publication “Sewers for Adoption”.

 

  1. Seal the ends of the pipeline by means of expanding or inflatable drain stoppers. We recommend the use of Mill test or A.T.O. type inflatable stoppers, which are light and reliable.
  2. Connect a ‘U’ gauge (manometer) to the test nipple of the drain stopper by means of rubber tubing.
  3. Raise the internal pressure of the system until the ‘U’ gauge indicates slightly more than 100mm of water (50mm where gullies are connected). Purpose made drain testing equipment is so calibrated that the scale indicates the actual pressure in mm water gauge.
  4. Allow about 5 minutes for stabilisation of the air temperature (a 1º change in temperature is reflected in a change in pressure of about 38mm on the gauge).
  5. Adjust the pressure to 100mm (or 50mm if appropriate) by either introducing further air or by bleeding off any excess pressure.
  6. Observe the fall in indicated pressure over a 5-minute test period. The residual pressure should not be less than 75mm (or 38mm for a 50mm test).

Comment

  1. If a test fails, identify the cause. Leaks may readily be detected by applying a soap solution to all parts of the system while the air test is in progress.
  2. Stoppers, which are not well seated, can allow air to escape. Reseating or retightening the stopper may be necessary. Mill Test or A.T.O. type inflatable stoppers are recommended for pipes > 375mm ø
  3. Temperature change can lead to an apparent failure of the air test (particularly if a cold wind is blowing across the pipes). If this is the case a longer stabilisation period may be necessary.
  4. Check gaskets are positioned correctly (see pipe jointing)

Water Test

I.S. 6: 2004 and ISEN 1916 specifies that each batch of pipes is sampled and tested hydrostatically to 50KPa (5 metre head) for 15 minutes. Tests are also carried out at this pressure on joints whilst under shear load and during angular deflection. This provides a rapid indication of the impermeability of the pipes and joints and how they will perform when laid on site. It is normal for a site test to be of much longer duration and at a lower pressure. The following test is typically specified:

The pipe shall be filled with water and provided with a standpipe so that the head is not less than 1.2m above the crown of the pipe at the highest point and no more than 6.0 metres at the lowest point. It may be necessary to test pipelines laid at a steep gradient in sections to remain within these limits. It is normal to allow the filled pipeline to stand full of water for a period of not less than 2 hours to allow for absorption prior to commencement of the test. If the loss of water over a 30 minute period, when topped up every 10 minutes, is less than 0.5 litres per metre diameter per linear metre of pipe run the test is considered acceptable.

Close Circuit Television (CCTV)

The use of CCTV is now quite widely used for the inspection of mature sewers to assess their serviceability, and also for newly laid sewers to identify any major defects at the end of the maintenance period prior to adoption by the appropriate authority.
Close circuit television (CCTV) is used by many authorities for pipeline inspections.
This is a visual check only and requires personnel who are not only experienced in the operation of the equipment but also in interpreting the results.

General

The air and water tests summarised above are consistent with those specified in the following publications: –
B.S. 8301 and I.S. E.N.1610: 1998

Pipe Pipe Length (m) Maximum No. of pipes to be laid prior to testing
150mm 1.25 3/4
225mm 1.25 3/4
300mm 2.0 3/4
375mm 2.5 3/4
450mm 2.5 3/4
525mm 2.5 3/4
600mm 2.5 3/4
675mm 2.5 3/4
750mm 2.5 3/4
900mm 2.5 3/4
1050mm 2.5 3/4
1200mm 2.5 3/4
1350mm 2.5 3/4
1500mm 2.5 3/4
1650mm 2.5 3/4
1800mm 2.5 3/4
2100mm 2.5 3/4
2400mm 2.5 2/3

Table 13 Shows the maximum number of pipe lengths to be tested before and after backfilling under normal site conditions.

NOTE:

We strongly recommend that testing be carried out periodically during the pipe laying process for every three to four pipes as set out in B.S. 8010 Section 2.7 ie. British Standard Code of Practice for Precast Concrete Pipelines. Where backfilling is required as work progresses three to four pipes must be tested before and after backfilling. This practice is recommended to facilitate rectification of defects prior to backfilling. All concrete pipe work should be laid in accordance with the Manufacturers Instructions and the Supervising Engineers Specifications.

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