Upload
pearl-wade
View
221
Download
0
Tags:
Embed Size (px)
Citation preview
Consensus building for the integrated management of
Nahr el-Kabir basin
Yusuf Al-Mooji
ESCWA
ESCWA
Consensus building for the integrated management of
Nahr el-Kabir basin
Natural characteristics
Water management issues
Water management options
Nahr el-Kabir: Basic information
• Catchment area: 991 km2
• Highest point: 2215 m (Qarnat Araba in Lebanon)
• Channel length: 56 km
• Current population: ~ 400,000
Fig1: Schematic Diagram of the el-Kabir
Fig 2: Study area with simple topographic divisions and major settlements
Natural characteristics : Geomorphologic features
• The southern catchment zone
• The northern catchment zone
• The Sahlet el Bqaiaa
• The Gorge
• The Akkar-Hamidiye plain
Fig 3: Geomorphological Features
Natural characteristics : Drainage system
• Controlled mainly by the Yammoune/Akkar fault systems
• Two major sub-basins:
• Noura el Tahta-Arouss: 572 km2
• Safa-Raweel: 491 km2
Fig 4: Major drainage superposed on a digital terrain model of the watershed area
Fig 5: Major Drainage superimposed on the hydrological monitoring network
Natural characteristics: geo(hydro)logical features
• Regional context
• Dead Sea /Yammouneh Fault system
• Palmyrides fold belt/ Jhar fault system
• Mount Lebanon massif/Jebel Ansariyah massif
• Akkar fault
Fig 6: Surface Geology of Nahr el-Kabir Basin
(re-drawn from FAO, 1972)
River
Holocene (unidentified)
Pliocene (sst/lst)
Miocene (marl, cgl, lst)
Pleistocene (lst, marl)
Lower Cretaceous (mudstone, lst)Jurassic (dol, lst)
Albian (dol, lst, marl)
Pliocene Volcanic
Cennonian
FaultsAnticline axis
Syncline axis
Monocline axis
Scale: 1-200,000
Natural characteristics : geo(hydro)logical features
• Aquifer system
– Upper basalt in hydraulic connectivity with overlying alluvium (water level 5-10 m in 1971)
– Lower basalt (confined aquifer) separated from upper basalt by a 2-m thick clay
Average monthly precipitation
0
50
100
150
200
250precipitation
(mm)
Fig 7: The mean monthly precipitation in the el-Kabir watershed
Fig 8a: Mean Monthly discharges at southern El-Kebir River
(1931-1980) Arida Station (419 km2)
4,4
9,0
22,0
27,530,0
25,0
20,8
10,4
5,43,7 2,5 2,4
165
0
2
4
6
8
10
12
m3 /s
Fig 8b: Mean monthly discharges at Southern El-kebir River (1931-1980)
Dabussiyeh Station (572 km2)
5,4
17,6
44,2
62,9 60,5
48,7
39,6
19,9
26,8
11,97,5 4,8 3,5
0
5
10
15
20
25
m3/
s
Fig 9a: Mean Discharges at Southern El-Kebir River in MCM (Arida/Bqaiaa)
0
20
40
60
80
100
J F M A M J J A S 0 N D Annual
MCM
Bqaiaa Arida
Fig 9b:Mean Discharges at Southern El-Kebir River in MCM (Dabussiyeh/Mouth)
0
30
60
90
120
150
J F M A M J J A S 0 N D Annual
MC
M
Daboussiyeh Mouth
Natural characteristics : geo(hydro)logical features
• Rainfall– Southern catchment (Akkar): 1000 mm– Sahlet el Bqaiaa (Tell Kolkh): 871 mm– Watershed range (mean annual): 600-1000 mm
• Surface water discharge (1931-1980)– Arida station (Safa-Raweel): 165 Mm3
– Daboussiyeh station (Noura el Tahta-Arouss): 323 Mm3
Natural characteristics : geo(hydro)logical features
• Groundwater discharge (springs)
– Safa-Raweel sub-basin: 140.5 Mm3 (Nassiriyah, Farash, Safa)
– Noura el Tahta-Arouss: 13.8 Mm3 (Khalifa)
• Groundwater recharge
– Recharge estimated at 15% of rainfall in Akkar
• Hydraulic parameters
– Transmissivity > 10-2 m2/s (lower basalt)
Water management: demand side
• Lack of awareness on water issues
– One of the least developed regions
– Lack of adequate infrastructure
• Increasing demand for fresh water
– Increasing population
– Increasing urbanization
– Intensification of agriculture
Fig 10: Land use map with major classifications
Water management: supply side
• Abundant supply of freshwater
• No signs of surface water reduction yet
But
• Increasing risk of pollution
• Uncontrolled groundwater abstraction
• Potential risk of recharge reduction
Water management options :basis for consensus
• A basin-wide management approach
• A surface water-groundwater conjunctive development, use, and management
• A regional development policy and water-use strategy
• Effective involvement of all stakeholders
• Balancing water quality and quantity
Water management options : underlying principles of the Lebanese-Syrian water-
sharing agreement
• Objective criteria based on the 1997 UN Convention
• Ecological considerations
• Joint implementation mechanism
• Data legitimacy
• Win-win strategy
Water management options : Priorities for activation of agreement
• Current ESCWA-BGR involvement
– Training workshop for Lebanese-Syrian delegations on negotiation skills and dispute resolution over international water resources (Beirut, October 2003)
– Supporting and promoting the Nahr el Kabir positive experience
Water management options : Priorities for activation of agreement
• Proposed short-term (future) ESCWA-BGR involvement– Assessing the hydrological monitoring needs of
the basin– Guidelines for joint operation and management
of proposed dam and reservoir– Guidelines for assessing the socio-economic and
environmental impacts of the proposed dam– Preliminary survey of groundwater resources