case: hadramawt improved traditional engineering 6.6

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CASE: HADRAMAWT IMPROVED TRADITIONAL ENGINEERING 6.6

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Page 1: CASE: HADRAMAWT IMPROVED TRADITIONAL ENGINEERING 6.6

CASE: HADRAMAWT IMPROVED TRADITIONAL ENGINEERING

6.6

Page 2: CASE: HADRAMAWT IMPROVED TRADITIONAL ENGINEERING 6.6

Rainfall isohyets

WADI HADRAMAWT

YEMEN

Page 3: CASE: HADRAMAWT IMPROVED TRADITIONAL ENGINEERING 6.6

Hadramawt: special characteristics

• Extremely low rainfall (50 mm/year)• Very irregular and often heavy floods• Special efforts to avoid that large floods destroy

command area and residential area) much attention for spillways(

• Groundwater and hence recharge is important

Page 4: CASE: HADRAMAWT IMPROVED TRADITIONAL ENGINEERING 6.6

MANY LARGE FARMER-BUILT STRUCTURES IN HADRAMAWT

Page 5: CASE: HADRAMAWT IMPROVED TRADITIONAL ENGINEERING 6.6

Water MasterIn many systems the traditional structures have been improved through a mix of modern and traditional techniques

Al Powirigat Traditional Dyke

Page 6: CASE: HADRAMAWT IMPROVED TRADITIONAL ENGINEERING 6.6

Special structures

Diversion structures• Bunds and dykes• Traditional abutments• Spillways• Recharge bunds

Command area structures• Water distribution structures• Field to field overflow structures• Low flow field intakes

Page 7: CASE: HADRAMAWT IMPROVED TRADITIONAL ENGINEERING 6.6

DIVERSION STRUCTURES

• Bunds and dykes• Traditional abutments• Spillways• Recharge bunds

Page 8: CASE: HADRAMAWT IMPROVED TRADITIONAL ENGINEERING 6.6

Traditional dyke at Hadramaut

Page 9: CASE: HADRAMAWT IMPROVED TRADITIONAL ENGINEERING 6.6

Traditional diversion dyke – at angle with the flow of the river

Page 10: CASE: HADRAMAWT IMPROVED TRADITIONAL ENGINEERING 6.6

TRADITIONAL DYKE: SPILLWAY/ OVERFLOW

Page 11: CASE: HADRAMAWT IMPROVED TRADITIONAL ENGINEERING 6.6

AL ROMALYA TRADITIONAL WEIR REINFORCED WITH CONCRETE

SPILLWAY WITHSTEPPED STONES

Page 12: CASE: HADRAMAWT IMPROVED TRADITIONAL ENGINEERING 6.6

TRADITIONAL ABUTMENT

BREACH-ABLE EARTHEN BUND TO BREAK IN HIGH FLOODS AND RELEASE FLOOD WATER INTO THE RIVER

FLOOD CHANNEL INTAKE

Page 13: CASE: HADRAMAWT IMPROVED TRADITIONAL ENGINEERING 6.6

TRADITIONAL ABUTMENT

Page 14: CASE: HADRAMAWT IMPROVED TRADITIONAL ENGINEERING 6.6

LIME MORTAR STRUCTURES

Page 15: CASE: HADRAMAWT IMPROVED TRADITIONAL ENGINEERING 6.6

TRADITIONAL INTAKE IN HADRAMUAT

Page 16: CASE: HADRAMAWT IMPROVED TRADITIONAL ENGINEERING 6.6

MOZA SIBHAM DYKE REINFORCED WITH TRADITIONAL ABUTTMENTS

Page 17: CASE: HADRAMAWT IMPROVED TRADITIONAL ENGINEERING 6.6

MODERN ABUTMENT FOLLOWING TRADITIONAL DESIGN

Page 18: CASE: HADRAMAWT IMPROVED TRADITIONAL ENGINEERING 6.6

COMBINED GABION SPILLWAY WITH TRADITIONAL ABUTTMENT

Page 19: CASE: HADRAMAWT IMPROVED TRADITIONAL ENGINEERING 6.6

GABION SPILLWAY

Page 20: CASE: HADRAMAWT IMPROVED TRADITIONAL ENGINEERING 6.6

Gabion spillway and traditional intake at gar-Sudan area (at wadi Dowan) Hadramawt

Page 21: CASE: HADRAMAWT IMPROVED TRADITIONAL ENGINEERING 6.6

TRADITIONAL LOW RECHARGE WEIR TO SLOW DOWN AND SPREAD FLOODS

Page 22: CASE: HADRAMAWT IMPROVED TRADITIONAL ENGINEERING 6.6

COMMAND AREA STRUCTURES

• Water distribution structures• Field to field flow structures• Low flow field intakes

Page 23: CASE: HADRAMAWT IMPROVED TRADITIONAL ENGINEERING 6.6

WATER DISTRIBUTION: WATER IS DIVIDED PROPORTIONALLY IN SMALL CHANNELS

Page 24: CASE: HADRAMAWT IMPROVED TRADITIONAL ENGINEERING 6.6

WATER DISTRIBUTION: GATES USED ON SOME OF THE SMALL CHANNELSTO CLOSE SUPPLIES AFTER AREA IS SERVED

Page 25: CASE: HADRAMAWT IMPROVED TRADITIONAL ENGINEERING 6.6

FIELD OVERFLOW STRUCTURE

Page 26: CASE: HADRAMAWT IMPROVED TRADITIONAL ENGINEERING 6.6

FIELD TO FIELD FLOW STRUCTURES (SPILLWAY)

Page 27: CASE: HADRAMAWT IMPROVED TRADITIONAL ENGINEERING 6.6

FIELD OUTLET STRUCTURE

Page 28: CASE: HADRAMAWT IMPROVED TRADITIONAL ENGINEERING 6.6

FIELD TO FIELD FLOW STRUCTURE (INLET OR OUTLET

Page 29: CASE: HADRAMAWT IMPROVED TRADITIONAL ENGINEERING 6.6

UNDERFLOW STRUCTURE TO CAPTURE VERY SMALL FLOWS

Page 30: CASE: HADRAMAWT IMPROVED TRADITIONAL ENGINEERING 6.6

FIELD SYPHON FOR FIELDS HIGH ABUTMENT

Page 31: CASE: HADRAMAWT IMPROVED TRADITIONAL ENGINEERING 6.6