6.3. CD works

22501 Water Resource Engineering |  6.3. CD works- Aqueduct, siphon aqueduct, super passage, level crossing.  | MSBTE Diploma Engineering Civil Engineering Notes PDF

Cross Drainage (CD) Works:
                        Cross Drainage Works are hydraulic structures built to carry the water from a natural stream across a canal or vice versa. The purpose of these structures is to ensure that both the canal and the natural stream can pass across each other without disturbing the flow of the other. The type of CD work chosen depends upon the relative levels of the canal and the natural stream, and the importance and discharge of both.
 
Here are some types of CD works:
  1. Aqueduct: An aqueduct is a bridge-like structure that carries a canal over a river or another canal, allowing the two to cross without mixing their waters. The water of the natural stream flows under the canal in a channel or pipe. This structure is used when the canal has to cross a natural stream and the bed level of the canal is above the high flood level of the stream.
  2. Siphon Aqueduct: This is a structure that is used when the canal and the river have to cross each other at nearly the same level. In this case, the canal crosses over the river, but there is also a siphonic action created that allows the river water to flow under the canal when the river's flow is higher than the canal's.
  3. Super Passage: A super passage is a structure that carries a canal over a drainage channel or another canal. It is similar to an aqueduct, but in a super passage, the drainage channel is artificially constructed and the canal water flows in a conduit or pipe over the drainage channel. This is used when the bed level of the drainage channel is above the high flood level of the canal.
  4. Level Crossing: In a level crossing, both the canal and the natural stream cross each other at the same level. The waters of the two are allowed to mix at the crossing. A regulator is provided on both sides of the crossing in the canal to control the flow of water. This type of structure is usually avoided due to the potential for sediment and pollution exchange between the canal and the stream, but it may be used in cases where the discharge of the stream is relatively small or in case of emergency.
 
Each of these structures requires careful design to ensure that it can handle the expected flow rates and that it will not disrupt the flow of either the canal or the natural stream. Regular maintenance is also necessary to prevent blockages, leaks, or other problems.

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