case: hadramawt improved traditional engineering

31
CASE: HADRAMAWT IMPROVED TRADITIONAL ENGINEERING 6.6

Upload: lala

Post on 15-Jan-2016

35 views

Category:

Documents


0 download

DESCRIPTION

6.6. CASE: HADRAMAWT IMPROVED TRADITIONAL ENGINEERING. YEMEN. WADI HADRAMAWT. Rainfall isohyets. Hadramawt: special characteristics. Extremely low rainfall (50 mm/year) Very irregular and often heavy floods - PowerPoint PPT Presentation

TRANSCRIPT

Page 1: CASE: HADRAMAWT  IMPROVED TRADITIONAL ENGINEERING

CASE: HADRAMAWT IMPROVED TRADITIONAL ENGINEERING

6.6

Page 2: CASE: HADRAMAWT  IMPROVED TRADITIONAL ENGINEERING

Rainfall isohyets

WADI HADRAMAWT

YEMEN

Page 3: CASE: HADRAMAWT  IMPROVED TRADITIONAL ENGINEERING

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

MANY LARGE FARMER-BUILT STRUCTURES IN HADRAMAWT

Page 5: CASE: HADRAMAWT  IMPROVED TRADITIONAL ENGINEERING

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

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

DIVERSION STRUCTURES

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

Page 8: CASE: HADRAMAWT  IMPROVED TRADITIONAL ENGINEERING

Traditional dyke at Hadramaut

Page 9: CASE: HADRAMAWT  IMPROVED TRADITIONAL ENGINEERING

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

Page 10: CASE: HADRAMAWT  IMPROVED TRADITIONAL ENGINEERING

TRADITIONAL DYKE: SPILLWAY/ OVERFLOW

Page 11: CASE: HADRAMAWT  IMPROVED TRADITIONAL ENGINEERING

AL ROMALYA TRADITIONAL WEIR REINFORCED WITH CONCRETE

SPILLWAY WITHSTEPPED STONES

Page 12: CASE: HADRAMAWT  IMPROVED TRADITIONAL ENGINEERING

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

TRADITIONAL ABUTMENT

Page 14: CASE: HADRAMAWT  IMPROVED TRADITIONAL ENGINEERING

LIME MORTAR STRUCTURES

Page 15: CASE: HADRAMAWT  IMPROVED TRADITIONAL ENGINEERING

TRADITIONAL INTAKE IN HADRAMUAT

Page 16: CASE: HADRAMAWT  IMPROVED TRADITIONAL ENGINEERING

MOZA SIBHAM DYKE REINFORCED WITH TRADITIONAL ABUTTMENTS

Page 17: CASE: HADRAMAWT  IMPROVED TRADITIONAL ENGINEERING

MODERN ABUTMENT FOLLOWING TRADITIONAL DESIGN

Page 18: CASE: HADRAMAWT  IMPROVED TRADITIONAL ENGINEERING

COMBINED GABION SPILLWAY WITH TRADITIONAL ABUTTMENT

Page 19: CASE: HADRAMAWT  IMPROVED TRADITIONAL ENGINEERING

GABION SPILLWAY

Page 20: CASE: HADRAMAWT  IMPROVED TRADITIONAL ENGINEERING

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

Page 21: CASE: HADRAMAWT  IMPROVED TRADITIONAL ENGINEERING

TRADITIONAL LOW RECHARGE WEIR TO SLOW DOWN AND SPREAD FLOODS

Page 22: CASE: HADRAMAWT  IMPROVED TRADITIONAL ENGINEERING

COMMAND AREA STRUCTURES

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

Page 23: CASE: HADRAMAWT  IMPROVED TRADITIONAL ENGINEERING

WATER DISTRIBUTION: WATER IS DIVIDED PROPORTIONALLY IN SMALL CHANNELS

Page 24: CASE: HADRAMAWT  IMPROVED TRADITIONAL ENGINEERING

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

Page 25: CASE: HADRAMAWT  IMPROVED TRADITIONAL ENGINEERING

FIELD OVERFLOW STRUCTURE

Page 26: CASE: HADRAMAWT  IMPROVED TRADITIONAL ENGINEERING

FIELD TO FIELD FLOW STRUCTURES (SPILLWAY)

Page 27: CASE: HADRAMAWT  IMPROVED TRADITIONAL ENGINEERING

FIELD OUTLET STRUCTURE

Page 28: CASE: HADRAMAWT  IMPROVED TRADITIONAL ENGINEERING

FIELD TO FIELD FLOW STRUCTURE (INLET OR OUTLET

Page 29: CASE: HADRAMAWT  IMPROVED TRADITIONAL ENGINEERING

UNDERFLOW STRUCTURE TO CAPTURE VERY SMALL FLOWS

Page 30: CASE: HADRAMAWT  IMPROVED TRADITIONAL ENGINEERING

FIELD SYPHON FOR FIELDS HIGH ABUTMENT

Page 31: CASE: HADRAMAWT  IMPROVED TRADITIONAL ENGINEERING