CASE: HADRAMAWT IMPROVED TRADITIONAL ENGINEERING 6.6
Rainfall isohyets WADI HADRAMAWT YEMEN
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
MANY LARGE FARMER-BUILT STRUCTURES IN HADRAMAWT
Water Master In many systems the traditional structures have been improved through a mix of modern and traditional techniques Al Powirigat Traditional Dyke
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
DIVERSION STRUCTURES Bunds and dykes Traditional abutments Spillways Recharge bunds
Traditional dyke at Hadramaut
Traditional diversion dyke – at angle with the flow of the river
TRADITIONAL DYKE: SPILLWAY/ OVERFLOW
AL ROMALYA TRADITIONAL WEIR REINFORCED WITH CONCRETE SPILLWAY WITH STEPPED STONES
TRADITIONAL ABUTMENT BREACH-ABLE EARTHEN BUND TO BREAK IN HIGH FLOODS AND RELEASE FLOOD WATER INTO THE RIVER FLOOD CHANNEL INTAKE
TRADITIONAL ABUTMENT
LIME MORTAR STRUCTURES
TRADITIONAL INTAKE IN HADRAMUAT
MOZA SIBHAM DYKE REINFORCED WITH TRADITIONAL ABUTTMENTS
MODERN ABUTMENT FOLLOWING TRADITIONAL DESIGN
COMBINED GABION SPILLWAY WITH TRADITIONAL ABUTTMENT
GABION SPILLWAY
Gabion spillway and traditional intake at gar- Sudan area (at wadi Dowan) Hadramawt
TRADITIONAL LOW RECHARGE WEIR TO SLOW DOWN AND SPREAD FLOODS
COMMAND AREA STRUCTURES Water distribution structures Field to field flow structures Low flow field intakes
WATER DISTRIBUTION: WATER IS DIVIDED PROPORTIONALLY IN SMALL CHANNELS
WATER DISTRIBUTION: GATES USED ON SOME OF THE SMALL CHANNELS TO CLOSE SUPPLIES AFTER AREA IS SERVED
FIELD OVERFLOW STRUCTURE
FIELD TO FIELD FLOW STRUCTURES (SPILLWAY)
FIELD OUTLET STRUCTURE
FIELD TO FIELD FLOW STRUCTURE (INLET OR OUTLET
UNDERFLOW STRUCTURE TO CAPTURE VERY SMALL FLOWS
FIELD SYPHON FOR FIELDS HIGH ABUTMENT