Presentation is loading. Please wait.

Presentation is loading. Please wait.

Part 4 - Sediment management options + exercise

Similar presentations


Presentation on theme: "Part 4 - Sediment management options + exercise"— Presentation transcript:

1 Part 4 - Sediment management options + exercise
Sediment Transport in Wadi Systems Part 4 - Sediment management options + exercise

2 Options A summary of options for minimising sedimentation problems listed for three different types of scheme. In all cases it is essential to ensure that any planned sediment management measures are both understood and accepted by farmers, and that they are also sustainable over the long term.

3 Basic intake without a weir
Limit flows entering canal with flow throttling structure and rejection spillway. If provided close gates during periods of very high wadi flows. Provide steep canals, minimise ponding and flow division before diversion to fields. Consider arrangements for and sustainability of canal de-silting.

4 Basic (probably small) intake with a low weir
Provide a simple sediment sluice. Align canal intake to minimise diversion angle. Limit flows entering canal, close gates during periods of very high wadi flows +flow throttling structure/rejection spillway. Consider if mechanically excavated gravel trap is appropriate. Provide steep canals, minimise ponding and flow division before diversion to fields. Make provision for rising command levels. Consider arrangements for and sustainability of canal de-silting.

5 Higher cost intakes Incorporate sediment sluice, consider curved channel sediment excluder if bed sediments are coarse. Align canal intake to minimise diversion angle. Limit flows entering canal, close gates during periods of very high wadi flows +flow throttling structure/rejection spillway. Consider if mechanically excavated gravel trap is appropriate, or whether flushed settling basin might be feasible. Where high investments costs might be justified by reduced de-silting costs, consider hybrid extractor /settling basin system located in the canal head reach. Provide steep canals, minimise ponding and flow division before diversion to fields. Make provision for rising command levels. Consider arrangements for and sustainability of canal de-silting.

6 Exercise The wadi Delft
Discuss, and then list comments on the proposals for improvement/modernisation of a spate irrigation system described in the document supplied. These should focus on, but need not be restricted, to sedimentation aspects of the proposals Report back to the larger group.

7


Download ppt "Part 4 - Sediment management options + exercise"

Similar presentations


Ads by Google