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IMPROVED TRADITIONAL SYSTEMS
6.3 IMPROVED TRADITIONAL SYSTEMS
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Promoting improved traditional systems – two strategies
Promote effective, innovative traditional systems from one area to another Improve existing traditional systems with new techniques
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Examples Diversions Flood channels Traditional diversion structures
Fixing of river intakes ‘Algama and damien’ Soil and gabion bunds Bed stabilizers Bank protection Flood channels Channel intakes Channels Escapes Drop structures Flow dividers
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DIVERSIONS
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Diversions/ free intake
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Diversion structures / deflector type
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Diversion/ bunds or weir
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ALL THESE TRADITIONAL STRUCTURES BREAK IN VERY HIGH FLOODS – THE COMMAND AREA IS THEREFORE AUTOMATICALLY PROTECTED FROM THE HIGH FLOOD DAMAGE AND MOST COARSE SEDIMENT IS FLUSHED DOWN THE RIVER BED
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MOREOVER THESE TRADITIONAL STRUCTURES HAVE FLEXIBILITY – AND THEIR POSITION CAN BE ADJUSTED TO CHANGES IN THE LOCATION OF THE LOW FLOW CHANNEL OR CHANGES IN RIVER BED LEVEL
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Diversion structures/ algamas
Conical stone structures with circular base of 3-4 meters, foundation 2 meter deep, large stones filled with smaller ones Used for: - bank protection - hard points for canal entrance or rejection spillway
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Diversion structures/ damien (stone bund)
Channel Flow Large stones to control scour Stepped downstream face dissipates energy
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Diversion structures/ soil and gabion bunds
Soil bund: in river with low gradients and soft materia at angle with flow / soften the impact guide water over large distance easy to construct and low cost manipulate river bed levels (force bed level up) gabion sections
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Bed stabilizers Where river beds degrade, one looses command and peak floods do no longer naturally spill over Use gabion bed sills with surface skin of concrete Can control retrogression of river and stabilize river bed level Less useful in aggrading rivers (rising river beds) Yandofero River, Ethiopia Retrogression of soft bed levels could be controlled by combination of bed stabilizers and soil bunds
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Vegetative Bank Protection
Traditional bank protection Natural vegetative bank protection prevents the river from breaching and taking new course In many system there are bans on cutting the bank vegetation
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Man-made vegetative bank protection
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Man-made bank protection using tamarix (Sheeb, Eritrea)
Existing bank with Tamarix aphylla New bund to prevent water from spilling back to main river Newly planted tamarix
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CHANNELS
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Improved flood channel intake
Wadi Siham, Yemen Enforced river embankment Channel intake and bed level fixed Traditional diversion spur reinforced with gabions
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GATED OR UNGATED?
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Construction: Ungated Intake
No gate provided Design: gated intake Farmers do not want Agency (TDA) to control the intake
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Avoid stoplogs on gated intakes:
Difficult to operate
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In other cases gated intakes are useful
Can regulate flow into flood channel Take largest possible size for manual handling – so trash can pass Radial gates easier to operate (manually up to 5 meter) but expensive Vertical gate up to 2 meter can be operated manually Avoid stop logs – very difficult to handle in floods Use of breast walls: to set maximum flow limit to minimize size and weight of the gate Make provisions for rising command levels Accept that gates will never be fully closed: Farmer do not want to loose water Difficult to quickly open and close
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Improved side spillway
Wadi Rima, Yemen Head section of the canal To limit flows to flood channels Most effective if flow control structure is provided in channel downstream
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Traditional channels - slopes
Usually constructed on prevailing landslope – usually do not need drop structures to reduce slope and velocity Bed slopes often around 3.5 to 4.5 meter/km – much steeper usually than canals in modernized systems Do not suffer from siltation Do not suffer from scour either, even though they run at high velocity because discharges usually far less than the maximum
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Escapes in flood channel (Hadramawt)
Stones are removed to prevent that large floods enter and damage command area
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Drop structure Farmer-built drop structures
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