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A Self-Learning Manual - Institution of Engineers Mauritius

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A <strong>Self</strong>-<strong>Learning</strong> <strong>Manual</strong><br />

Mastering Different Fields <strong>of</strong> Civil Engineering Works (VC-Q&A Method) Vincent T. H. CHU<br />

Level One (Core FAQs)<br />

Part I: Pipelines<br />

1. Which one is better, ductile iron pipes and mild steel pipes as<br />

pressurized pipelines? (P1)<br />

For watermain pipe size less than 600mm, ductile iron is normally used<br />

because internal welding for steel pipes below 600mm is difficult to be<br />

carried out. Moreover, it requires only simple jointing details which allows<br />

for a faster rate <strong>of</strong> construction. For watermain pipe size above 600mm,<br />

steel pipes are recommended because steel pipes are lighter than ductile<br />

iron pipes for the same material strength and therefore the cost <strong>of</strong> steel<br />

pipes is normally less than that <strong>of</strong> ductile iron pipes. In addition, in areas <strong>of</strong><br />

difficult access the use <strong>of</strong> lighter mild steel pipes has an advantage over<br />

ductile iron pipes for easy handling.<br />

2. What is the difference between ductile iron pipes and steel pipes in<br />

resisting external loads? (P1)<br />

Ductile iron pipes normally possess thicker pipe walls and are generally<br />

stiffer than steel pipes. As such, it replies less on side fill soils to support<br />

external loads. Hence, it is not necessary to achieve highly-compacted<br />

soils for ductile iron pipes for sustaining external loads.<br />

For steel pipes, owing to less stiffness associated with thinner pipe walls, it<br />

relies heavily on the stiffness <strong>of</strong> backfill soils in resisting external loads.<br />

Hence, to enhance the external load-carrying capacity <strong>of</strong> steel pipes, the<br />

most convenient methods are to improve the quality <strong>of</strong> backfill materials<br />

and to increase the level <strong>of</strong> soil compaction.<br />

3. What does the pipe thickness <strong>of</strong> ductile iron pipes generally larger<br />

than that <strong>of</strong> steel pipes? (P1)<br />

Both steel pipes and ductile iron pipes use hoop stress equation to model<br />

internal pressure design. The difference in pipe thickness arises as a result<br />

<strong>of</strong> more conservative approach in DI pipes.<br />

For ductile iron pipes, surge pressure is considered as part <strong>of</strong> design<br />

pressure and they are added together before applying a safety factor <strong>of</strong> 2<br />

as follows:<br />

360

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