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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 />

flowing full or even under submerged condition. As such, the headwater<br />

level is increased in order to flow through the culvert and this in turn<br />

increases the flooding risk associated with high headwater level.<br />

Fig. Tailwater level in culvert.<br />

13. What is the significance <strong>of</strong> critical slope in hydraulic design <strong>of</strong><br />

box culvert? (BC1)<br />

Critical slope is the minimum slope in which maximum discharge shall<br />

occur without requiring the box culvert to flow full. For box culverts with<br />

slope less than critical slope, at low headwater it tends to flow full and<br />

eventually requires a higher headwater depth to convey the same amount<br />

<strong>of</strong> water required for culverts with slopes greater than critical slope.<br />

14. What is the difference between on-line storage and <strong>of</strong>f-line<br />

storage in the design <strong>of</strong> storage pond? (HD9)<br />

The design <strong>of</strong> storage pond is commonly divided into on-line storage and<br />

<strong>of</strong>f-line storage. The on-line storage concept involves the inclusion <strong>of</strong><br />

storage facilities in series with the pipelines so that overflow at the storage<br />

facilities is allowed. One simple application <strong>of</strong> on-line storage is to enhance<br />

a large size <strong>of</strong> drainage pipes. However, for heavy rainfall situation, the<br />

spare capacity <strong>of</strong> drainage pipes will be rapidly exhausted. On the other<br />

hand, <strong>of</strong>f-line storage (e.g. underground storage tank) refers to storage<br />

facilities in parallel with the pipeline and the return flow to the main pipeline<br />

is only allowed when the outflow pipelines are not surcharged.<br />

15. What are the effects <strong>of</strong> hydraulic jump? (HD6)<br />

The use <strong>of</strong> hydraulic jump in hydraulic engineering is not uncommon and<br />

the creation <strong>of</strong> such jumps has several purposes [58]:<br />

161

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