1. 6.2 Sedimentation Issues: Overview
Phil Lawrence

2. STATEMENT: IN SPATE IRRIGATION MANAGING SEDIMENTATION IS AS IMPORTANT AS MANAGING WATER

3. Exercise – differences between spate and conventional irrigation
Make a list of between spate and conventional irrigation, focussing on:
Sediment loads
Water availability
Type of canals and water control structure structures
Sediment management
Command issues
“Ownership” and O & M

4. Overview of sedimentation issues in spate irrigation systems

5. Sediment concentrations carried by some perennial rivers

6. Compare with sediment concentrations transported by wadis

7. Typical sediment size range transported in wadis

8. Features of sediment transport in wadis
Very high sediment loads carried by flash floods, but in some wadis an appreciable proportion of the annual run off occurs at relatively low discharges in flood recessions and seasonal base flows.
Total load sediment concentrations exceeding 10 percent by weight are transported by floods in some wadis.
Wadi bed materials can range from boulders and cobbles to silts, but sediment transport is dominated by the finer sediment fractions, silts clays and fine sand transported in suspension. Large sediments, coarse sand, gravel, cobbles, and small boulders, typically represent only 5 percent or less of the annual sediment load.
Very large quantities of fine silts delivered the fields

9. Sediment management in spate systems
Silt wanted by farmers on the fields (fertility)
But larger sediments transported at high wadi discharges flows will, if diverted, settle and block canals
Ideally all fine sediments (silts) will be transported to the fields, while large sediments, coarse sand and larger, should be excluded from canals.

10. Now is this possible?

11. Traditional spate systems
Intakes are made in such a way that they avoid taking in the very large floods
Intakes (both guidebunds and diversion bunds) are washed away by large floods, preventing the ingress of the coarse sediments carried by high wadi flows
Intakes are located in outer bends

12. Traditional Intake – Yemen

13. Traditional intake – Pakistan

16. Sediment management in traditional systems
Traditional spate canals are very steep compared with conventionally designed perennial canals, flow at high velocities, and have a very high sediment transporting capacity for fine sand and silts.

18. Sediment management in traditional systems
Usually all the flow in a canal is diverted to at a single point and then flows from field to field. A high sediment transporting capacity is maintained right through to the fields and flows are not headed up at water control structures.

20. Sediment management in traditional systems
When command starts to be lost intakes can easily be moved further upstream, by extending a diversion spur and or moving the canal intake.

22. Summary of sediment management features in traditional systems
Diversion spurs are washed away by large floods, preventing diversion of high concentrations of coarse sediments. (As multiple intakes are used diversion from floods usually still possible at downstream intakes)
Diversion bunds spanning a wadi are only used in lower reaches of wadis where the coarse sediments have settled on the wadi bed and only fine sediments are transported.
Canals are very steep compared with canals in conventional perennial irrigation schemes – providing a high sediment transporting capacity.
Usually all the flow in a canal is diverted fields at a single point, a high sediment transporting capacity is maintained from the wadi through to the fields.
When command starts to be lost by rising field levels intakes can easily be moved further upstream.

23. Sediment problems in modernised spate systems
Permanent diversion structures enable larger discharges to be diverted from spate flows: that was often the main purpose of building them. Diversion from wadi flows carrying very high sediment loads is possible. Sediment sluices, canal closures in flood peaks and sediment exclusion/extraction facilities are used to reduce the loads of coarser sediment fractions entering canals.

24. Wadi Rima Intake (Yemen)

25. Timely operation of manual sluice and intake gates in spate flows difficult or impossible
Water levels change very rapidly at flood peak
Operators do not how big a flood peak is going to be
Multi peak spates common
Farmers resist ”wasting” water by operating scour slices etc.

26. Manually operated gate

27. Rising command levels
Adequate provision for rising command levels must be made when permanent diversion structures with reasonably long anticipated design lifetime are adopted.
In Wadi Zabid (Yemen) the upstream weirs have been raised twice since the early 1980’s

28. Summary sediment management strategy for modernised schemes
Limit the diversion of coarser sediments by appropriate intake sitting and design, use of scour sluices and, where feasible provide sediment control structures
Transport fine sediments through canals to the fields, (steep canals, maintain high flow rates to fields, don’t head up flows at water control structures.)
Make provision for the inevitable rise in command levels
Anticipate and quantify the need for canal de-silting and plan for it

29. Exercise – differences between spate and conventional irrigation – the answers??
Make a list of between spate and conventional irrigation, focussing on:
Sediment loads
Water availability
Type of canals and water control structure structures
Sediment management
Command issues
“Ownership” and O & M

30. Perennial / seasonal irrigation
Sediment loads
Spate irrigation
Perennial / seasonal irrigation
Sediment concentrations up too and exceeding 10% by weight
Sediment concentrations rarely exceed 0.2 % by weight

31. Perennial / seasonal irrigation
Water availability
Spate irrigation
Perennial / seasonal irrigation
Spate floods with highly variable and unpredictable timing number and magnitude. In some cases supplemented with low seasonal base flows
Reasonably predictable seasonal flows allowing continuous diversion at controlled flow rates.

32. Canals and water control structure structures
Spate irrigation
Perennial / seasonal irrigation
Steep canals operating a high flow velocities
Flows supplied to very limited number of field off-takes (only 1 at a time in most traditional systems)
Low sediment transporting capacity provided by conventional canal design methods
Water supplied to numerous outlets simultaneously

33. Perennial / seasonal irrigation
Sediment management
Spate irrigation
Perennial / seasonal irrigation
Many sediment management options, particularly those involving sediment flushing, not appropriate for spate schemes
Range of tried and tested sediment management options available.

34. Perennial / seasonal irrigation
Command issues
Spate irrigation
Perennial / seasonal irrigation
Command levels in upstream areas that receive most water and the largest sediment loads may be rising by 5 cms./year or more
Command levels usually fixed over the design life of diversion and water control structures .

35. Perennial / seasonal irrigation
“Ownership” and O & M
Spate irrigation
Perennial / seasonal irrigation
Traditional systems are farmer constructed operated and managed. Some spate irrigation systems are the largest farmer managed systems in the world. Customary water rights and arrangements and obligations for O and M well developed.
Larger systems often agency designed operated and maintained, with turnover to artificially created farmer groups at some point within the water distribution system.

36. Based on work of Philip Lawrence