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Managed Aquifer Recharge – MAR and
Aquifer Storage Recovery – ASR with
Examples from the Region
KISR, Kuwait        Ralf Klingbeil
02 April 2013       Regional Advisor Environment & Water
Outline
• Reasons for MAR (ASR)
• What falls under MAR?
• Challenges:
     – Technological, scientific
     – Socio-economic
     – Governance, regulations
• Examples from the region
• What can be done at regional level?
     – Exchanging knowledge
     – Supporting each other

19 April 2013             www.escwa.un.org   2
Reasons for Managed Aquifer Recharge 1/2

• Strategic water reserve for emergency situations
• Short-term or seasonal peak demands
• Intermediate storage instead of runoff and
  evaporation
• Preparation for drought periods / dry years
• Vulnerability of desalination to pollution / algae
• Constant desalination production vs. variable
  demands
• ...

                                                       ...
19 April 2013        www.escwa.un.org              3
Reasons for Managed Aquifer Recharge 2/2

• ...
• Recharging brackish groundwater reserves
• Preventing or reversing saltwater intrusion /
  controlling salinity upconing
• Injection of excess rain / storm / flood waters
• Additional uses for Treated Sewage Effluent
  (TSE), intermediate aquifer storage, use mainly
  for agriculture
• Water storage in open surface reservoirs / dams:
  evaporation losses too high
                                                     ...
19 April 2013        www.escwa.un.org            4
Arab Countries’ Water Availability and Use




                                           www.carboun.com, 2011
19 April 2013           www.escwa.un.org                   5
What falls under Managed Aquifer Recharge?


• Human enhanced and managed groundwater recharge

• [with the purpose of later abstraction or use either as a
  fresh groundwater resource or as hydraulic barrier against
  other threats such as seawater or saline water intrusion].




19 April 2013           www.escwa.un.org                  6
What falls under Managed Aquifer Recharge?
                                                       Technology                                    Sub type
                                                                                           infiltration ponds & basins

              Techniques referring primarily to                                                       flooding
                  getting water infiltrated         Spreading methods
                                                                                               ditch, furrow, drains

                                                                                                     irrigation

                                                                                Induced bank infiltration

                                                                                                                    AS(TR)
                                                                               deep well injection
                                                  Well, shaft and borehole
                                                                                                                     ASR
                                                          recharge
                                                                                        shallow well/ shaft/ pit infiltration
          primarily to intercepting




                                                                                                  recharge dams
           Techniques referring




                                                                                                sub surface dams
                                                  In-channel modifications
                 the water




                                                                                                     sand dams

                                                                                                channel spreading

                                                                                               barriers and bunds
                                                     Runoff harvesting
                                                                                                     trenches

                                                     International Groundwater Resources Assessment Centre, 2007, www.un-igrac.org
19 April 2013                                                                www.escwa.un.org                                   7
What includes Managed Aquifer Recharge?




                                           UNESCO, 2005
19 April 2013         www.escwa.un.org             8
What includes Managed Aquifer Recharge?

• Aquifer Storage Recovery (ASR):
  “well/borehole is used for both injection and
  recovery, costs are minimised
  and clogging is removed during
  the recovery cycle.”

• Aquifer Storage Transfer and Recovery
  (ASTR):
  “Water can be injected into a borehole and
  recovered from another, some distance away,
  to increase travel time and
  benefit from water treatment
  capacity of the aquifer”
                                                  UNESCO, 2005
19 April 2013            www.escwa.un.org                 9
Challenges: Technological, Scientific

• Groundwater level rise:
   risk of flooding, esp. in case of unconfined aquifers
• Hydrochemical mixing:
   risk of precipitation causing clogging of well screens or
  aquifer pore space
   risk of mineral dissolution causing mobilization of
  harmful substances or development of cavities
• System efficiencies:
   injected vs. recovered volumes
• Health risks:
   potential risks to human health when injecting /
  infiltrating treated sewage effluent, mobilizing minerals
  from the aquifer matrix
                                                                ...
19 April 2013                www.escwa.un.org              10
Challenges: Socio-Economic Viability
• Investigation of economic alternatives:
   cost of surface vs. groundwater storage
   direct use of TSE vs. intermediate storage
   infrastructure, access to injection / recovery sites
   compromise between deep groundwater table to
  prevent flooding and shallow to reduce energy costs for
  pumping
   alternative feasibility studies
   environmental costs – environmental impact
  assessments
• System efficiencies:
   injected vs. recovered volumes
• Social acceptance:
   health and environmental risk analysis
   awareness raising campaigns
                                                                 ...
19 April 2013                www.escwa.un.org               11
Challenges: Governance, Regulations

• Are all necessary laws, regulations and guidelines in
  place and officially approved to ensure prevention of
  negative impacts on the groundwater, ecosystems, water
  users, the people?
• Accountable and transparent decision making and
  tendering processes?
• Do we have mechanisms in place to allow for participation
  and constructive criticism?
• International / national advisory bodies with multi-sectoral
  experiences?



                                                                 ...
19 April 2013            www.escwa.un.org                  12
Examples from the Region




        www.escwa.un.org   13
Bahrain:
                 Isa Town: Storm Water Runoff
• Unique gravity-fed aquifer recharge system:
   – Gulleys, catch pits, delivery pipes,
     oil trap, filter chamber, and
     recharge well
   – Direct urban storm water flows from
     suitable low points to targeted
     Khobar aquifer
• Estimated 1,389 m3 recharged
• Water level rise 0.6 m
• Reduced salinity
• Necessity for monitoring potentially
  harmful substances (esp. nickel,
  zinc, copper)


                                                Al-Noaimi, 2010
April 19, 2013              www.escwa.un.org          14
Bahrain:
           Potential Larger Scale ASR / ASTR
• 1986: TSE recharge to Khobar aquifer
• 2010: Dammam Aquifer Regional Simulation
  Modeling Study
• 2010: Feasibility of GW Recharge by TSE
• National Approach to Assessing
  Reuse of Treated Sewage Effluent (TSE) and
  Managed Aquifer Recharge (MAR)
• Future TSE production:
   – 2015: 390,000 m3/day
   – 2030: 500,000 m3/day
• More direct TSE reuse in agriculture
• Potential target aquifers: Alat (A) and
  Khobar (B), both Dammam Formation
• Expected total volume of TSE to be
  stored: 24 MCM

                                               Al-Mannai, 2010, MoW, 2011

April 19, 2013          www.escwa.un.org                        15
Bahrain:
           Potential Larger Scale ASR / ASTR
• 1986: TSE recharge to Khobar aquifer
• 2010: Dammam Aquifer Regional Simulation
  Modeling Study
• 2010: Feasibility of GW Recharge by TSE
• National Approach to Assessing
  Reuse of Treated Sewage Effluent (TSE) and
  Managed Aquifer Recharge (MAR)
• Future TSE production:
   – 2015: 390,000 m3/day
   – 2030: 500,000 m3/day
• More direct TSE reuse in agriculture
• Potential target aquifers: Alat (A) and
  Khobar (B), both Dammam Formation
• Expected total volume of TSE to be
  stored: 24 MCM

                                               Al-Mannai, 2010, MoW, 2011

April 19, 2013          www.escwa.un.org                        16
Jordan:
                 MAR - Infiltration of Floodwater
• 2012: Cooperation MWI/JOR – BGR/BMZ/GER
   – Guideline for Assessment and
      Implementation of Managed Aquifer
      Recharge (MAR) in (Semi-)Arid Regions
   – Pre-Feasibility Study for Infiltration of
      Floodwater in Amman-Zarqa and Azraq
      Basins
• MAR potential map for water availability &
  site suitability for two surface water basins
• Limitations:
   – Source water availability in regions with
      rainfall of less than 200 mm/a
   – High sediment load of runoff waters
• Operation and maintenance
• Monitoring
• Assess actual effectiveness
• Increase involvement of local communities         Steinel, 2012

April 19, 2013                www.escwa.un.org         17
Kuwait:
                 Dammam, Kuwait Group
• 1964: Raudhatain, passive infiltration in depression
  (Parsons)
• 1972-1973: Raudhatain, injection of desalinated water
• 1992: Sulaibiya, injection in Dammam limestone and
  Kuwait Group
   – 200,000 m3 injected desalinated water in two wells
     (18,000 and 180,000) over 30 days
   – Dammam: Injection possible, but low system
     efficiency (10-20 %)
   – Kuwait Group: severe clogging of the injection well,
     due to suspended solids and dissolved air
• 1994: Physical Properties of Dammam Formation in
  Contact with Fresh Water
• 1997: Compatibility of Desalinated Water with Dammam
  Formation Aquifer at Pilot Recharge Site

                    Abdel-Jawad/KISR, 2008; Dawoud/EAD, 2005; Mukhopadhyay/KISR, 2010
April 19, 2013               www.escwa.un.org                                  18
Kuwait:
                 Dammam, Kuwait Group
• 2002: Numerical Modeling of Artificial
  Recharge Options for Dammam Formation
  at Pilot Recharge Site
• 2004: Laboratory Investigation Compatibility
  of Desalinated Water, RO-processed Treated
  Wastewater with the Kuwait Group Aquifer

• 2010: Selection of Suitable Sites for Artificial
  Recharge
   – Kuwait Group: Mutla, Sulaibiya,
     Raudhatain areas
   – Dammam Formation: Kabd area




                     Abdel-Jawad/KISR, 2008; Dawoud/EAD, 2005; Mukhopadhyay/KISR, 2010
April 19, 2013                www.escwa.un.org                                  19
Lebanon:
          Damour, Aquifer Recharge in Karst?
• Aquifer Rechargeability Assessment in Karst - ARAK
   – Determine the ability of a given karst aquifer to be
      artificially recharged and managed
   – Best sites for implementing artificial recharge from surface
• Multi-criteria indexation analysis
  modeled on karst vulnerability
  assessment methods
• Four independent criteria, i.e.
  Epikarst, Rock, Infiltration and Karst
• Rechargeability index: the product of
  two factors, intrinsic rechargeability
  and feasibility index
• Damour site: MAR system interesting
  solution to cope with salinization and
  insufficiency of the resource

                                                           Daher, 2011
April 19, 2013            www.escwa.un.org                      20
Oman:
                 Groundwater Recharge Dams
• > 30 groundwater recharge dams, intercepting
  wadi runoff, allowing for controlled recharge
  downstream of dam
• Managed to hold about 1064 MCM of flood waters
  until end of 2009
• Substantial experiences in siting and
  dimensioning of groundwater recharge dams




April 19, 2013             www.escwa.un.org        21
Oman:
                 TSE Reuse, MAR, Salalah
• Salalah Sanitary Drainage Services Co.: SSDS
• Purpose: Ownership, management, operation and maintenance of
  current network of groundwater recharge, and any future expansions.
• No legislation on TSE reuse for aquifer recharge
• Average Quantity of Treated Water
     – to Recharge Wells: 18090 m3
     – to SSDS Clients/Consumers: 2680 m3
• 48 Recharge Wells




                                        AlQasmi, 2011; Shammas, 2007; Wahaibi, 2011
April 19, 2013             www.escwa.un.org                                  22
Qatar:
                 Northern GW Basin, ASR
• 1976: “Artificial recharge with desalted sea water to permit
  additional agricultural development appears technically feasible
  but its practicability needs to be examined further.” (Vecchioli)
• 1992-1994: Feasibility study for injection of desalinated water in
  Rus and Umm er-Radhuma, result positive for both formations

• 2012: QNFSP/KAHRAMAA: Investigation of four sites in northern
  groundwater basin for storage of 30 billion gallons (136 MCM) as
  long-term security in the event of an interruption to desalination
  supplies.
• ASR as two-fold opportunity: Imperative for
  utilities to treat wastewater to tertiary level and
  TSE available for non-potable applications
  such as agricultural irrigation possibly with
  intermediate aquifer storage.
                       Dawoud/EAD, 2009; MEED, 2012; Streetly, 1998; Vecchioli/USGS, 1976
April 19, 2013                www.escwa.un.org                                     23
United Arab Emirates:
          Nizwa, Sharjah: 1st Operational ASR
•   2001-2002 feasibility study
•   2003-2004 pilot project
•   ASR to replace seasonal peak load capacity
•   Site characterization and evaluation,
    geophysics, trial boreholes, monitoring network
•   Hydrochemical modeling: Mixing of injected RO
    product (250 µS/cm) and native groundwater
•   Pilot project: Cycles of injection - storage -
    recovery, currently in 10th cycle,
•   4th Cycle: 24700 m3 over 26 days injection, 30
    days storage, 23400 m3 over 19 days recovery,
    system efficiency 95% recovery of injected water,
    cost efficiency 10% of equivalent surface storage
•   Planned for 400 MIG (1.8 MCM)
                                                        SEWA, 2009
April 19, 2013               www.escwa.un.org                24
United Arab Emirates:
           Liwa, Abu Dhabi: large scale SWSR
• 2003-2005 feasibility study
• 2006-2009 pilot project
• 2010-2013 construction of “Strategic Water
  Storage and Recovery Project (SWSR)”, Liwa
• Planned for 23 MCM of surplus desalinated
  seawater
• Emergency water supply for Abu Dhabi up to
  three months at 40 MIG/d (181,800 m3/d)
• Extensive site characterisation, shallow
  aquifer system, semi-consolidated Aeolian
  dune sands
• When completed: Benchmark for water
  management in arid regions
                                           Koziorowski, 2012 ; Wolke, 2011
April 19, 2013          www.escwa.un.org                           25
What can be done at regional level?
• Technical and scientific challenges
  to make any MAR schemes successful.
• Socio-economic aspects
  have to take a greater role in overall assessment stages
  and require close interaction between economists,
  engineers, social and natural scientists.
• Regional knowledge exchange
  on technical, scientific, socio-economic and regulatory
  approaches for MAR.
• Exchange visits
  between countries; developing staff capacities and
  learning networks.
• Advisory bodies
  with experts from different sectors and countries.

19 April 2013               www.escwa.un.org             26
THANK YOU

Managed Aquifer Recharge – MAR and
Aquifer Storage Recovery – ASR with
Examples from the Region
KISR, Kuwait,       Ralf Klingbeil
2 April 2013        Regional Advisor Environment & Water

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R. Klingbeil, 2013: Managed Aquifer Recharge - MAR and Aquifer Storage Recovery - ASR with Examples from the Region.

  • 1. Managed Aquifer Recharge – MAR and Aquifer Storage Recovery – ASR with Examples from the Region KISR, Kuwait Ralf Klingbeil 02 April 2013 Regional Advisor Environment & Water
  • 2. Outline • Reasons for MAR (ASR) • What falls under MAR? • Challenges: – Technological, scientific – Socio-economic – Governance, regulations • Examples from the region • What can be done at regional level? – Exchanging knowledge – Supporting each other 19 April 2013 www.escwa.un.org 2
  • 3. Reasons for Managed Aquifer Recharge 1/2 • Strategic water reserve for emergency situations • Short-term or seasonal peak demands • Intermediate storage instead of runoff and evaporation • Preparation for drought periods / dry years • Vulnerability of desalination to pollution / algae • Constant desalination production vs. variable demands • ... ... 19 April 2013 www.escwa.un.org 3
  • 4. Reasons for Managed Aquifer Recharge 2/2 • ... • Recharging brackish groundwater reserves • Preventing or reversing saltwater intrusion / controlling salinity upconing • Injection of excess rain / storm / flood waters • Additional uses for Treated Sewage Effluent (TSE), intermediate aquifer storage, use mainly for agriculture • Water storage in open surface reservoirs / dams: evaporation losses too high ... 19 April 2013 www.escwa.un.org 4
  • 5. Arab Countries’ Water Availability and Use www.carboun.com, 2011 19 April 2013 www.escwa.un.org 5
  • 6. What falls under Managed Aquifer Recharge? • Human enhanced and managed groundwater recharge • [with the purpose of later abstraction or use either as a fresh groundwater resource or as hydraulic barrier against other threats such as seawater or saline water intrusion]. 19 April 2013 www.escwa.un.org 6
  • 7. What falls under Managed Aquifer Recharge? Technology Sub type infiltration ponds & basins Techniques referring primarily to flooding getting water infiltrated Spreading methods ditch, furrow, drains irrigation Induced bank infiltration AS(TR) deep well injection Well, shaft and borehole ASR recharge shallow well/ shaft/ pit infiltration primarily to intercepting recharge dams Techniques referring sub surface dams In-channel modifications the water sand dams channel spreading barriers and bunds Runoff harvesting trenches International Groundwater Resources Assessment Centre, 2007, www.un-igrac.org 19 April 2013 www.escwa.un.org 7
  • 8. What includes Managed Aquifer Recharge? UNESCO, 2005 19 April 2013 www.escwa.un.org 8
  • 9. What includes Managed Aquifer Recharge? • Aquifer Storage Recovery (ASR): “well/borehole is used for both injection and recovery, costs are minimised and clogging is removed during the recovery cycle.” • Aquifer Storage Transfer and Recovery (ASTR): “Water can be injected into a borehole and recovered from another, some distance away, to increase travel time and benefit from water treatment capacity of the aquifer” UNESCO, 2005 19 April 2013 www.escwa.un.org 9
  • 10. Challenges: Technological, Scientific • Groundwater level rise:  risk of flooding, esp. in case of unconfined aquifers • Hydrochemical mixing:  risk of precipitation causing clogging of well screens or aquifer pore space  risk of mineral dissolution causing mobilization of harmful substances or development of cavities • System efficiencies:  injected vs. recovered volumes • Health risks:  potential risks to human health when injecting / infiltrating treated sewage effluent, mobilizing minerals from the aquifer matrix ... 19 April 2013 www.escwa.un.org 10
  • 11. Challenges: Socio-Economic Viability • Investigation of economic alternatives:  cost of surface vs. groundwater storage  direct use of TSE vs. intermediate storage  infrastructure, access to injection / recovery sites  compromise between deep groundwater table to prevent flooding and shallow to reduce energy costs for pumping  alternative feasibility studies  environmental costs – environmental impact assessments • System efficiencies:  injected vs. recovered volumes • Social acceptance:  health and environmental risk analysis  awareness raising campaigns ... 19 April 2013 www.escwa.un.org 11
  • 12. Challenges: Governance, Regulations • Are all necessary laws, regulations and guidelines in place and officially approved to ensure prevention of negative impacts on the groundwater, ecosystems, water users, the people? • Accountable and transparent decision making and tendering processes? • Do we have mechanisms in place to allow for participation and constructive criticism? • International / national advisory bodies with multi-sectoral experiences? ... 19 April 2013 www.escwa.un.org 12
  • 13. Examples from the Region www.escwa.un.org 13
  • 14. Bahrain: Isa Town: Storm Water Runoff • Unique gravity-fed aquifer recharge system: – Gulleys, catch pits, delivery pipes, oil trap, filter chamber, and recharge well – Direct urban storm water flows from suitable low points to targeted Khobar aquifer • Estimated 1,389 m3 recharged • Water level rise 0.6 m • Reduced salinity • Necessity for monitoring potentially harmful substances (esp. nickel, zinc, copper) Al-Noaimi, 2010 April 19, 2013 www.escwa.un.org 14
  • 15. Bahrain: Potential Larger Scale ASR / ASTR • 1986: TSE recharge to Khobar aquifer • 2010: Dammam Aquifer Regional Simulation Modeling Study • 2010: Feasibility of GW Recharge by TSE • National Approach to Assessing Reuse of Treated Sewage Effluent (TSE) and Managed Aquifer Recharge (MAR) • Future TSE production: – 2015: 390,000 m3/day – 2030: 500,000 m3/day • More direct TSE reuse in agriculture • Potential target aquifers: Alat (A) and Khobar (B), both Dammam Formation • Expected total volume of TSE to be stored: 24 MCM Al-Mannai, 2010, MoW, 2011 April 19, 2013 www.escwa.un.org 15
  • 16. Bahrain: Potential Larger Scale ASR / ASTR • 1986: TSE recharge to Khobar aquifer • 2010: Dammam Aquifer Regional Simulation Modeling Study • 2010: Feasibility of GW Recharge by TSE • National Approach to Assessing Reuse of Treated Sewage Effluent (TSE) and Managed Aquifer Recharge (MAR) • Future TSE production: – 2015: 390,000 m3/day – 2030: 500,000 m3/day • More direct TSE reuse in agriculture • Potential target aquifers: Alat (A) and Khobar (B), both Dammam Formation • Expected total volume of TSE to be stored: 24 MCM Al-Mannai, 2010, MoW, 2011 April 19, 2013 www.escwa.un.org 16
  • 17. Jordan: MAR - Infiltration of Floodwater • 2012: Cooperation MWI/JOR – BGR/BMZ/GER – Guideline for Assessment and Implementation of Managed Aquifer Recharge (MAR) in (Semi-)Arid Regions – Pre-Feasibility Study for Infiltration of Floodwater in Amman-Zarqa and Azraq Basins • MAR potential map for water availability & site suitability for two surface water basins • Limitations: – Source water availability in regions with rainfall of less than 200 mm/a – High sediment load of runoff waters • Operation and maintenance • Monitoring • Assess actual effectiveness • Increase involvement of local communities Steinel, 2012 April 19, 2013 www.escwa.un.org 17
  • 18. Kuwait: Dammam, Kuwait Group • 1964: Raudhatain, passive infiltration in depression (Parsons) • 1972-1973: Raudhatain, injection of desalinated water • 1992: Sulaibiya, injection in Dammam limestone and Kuwait Group – 200,000 m3 injected desalinated water in two wells (18,000 and 180,000) over 30 days – Dammam: Injection possible, but low system efficiency (10-20 %) – Kuwait Group: severe clogging of the injection well, due to suspended solids and dissolved air • 1994: Physical Properties of Dammam Formation in Contact with Fresh Water • 1997: Compatibility of Desalinated Water with Dammam Formation Aquifer at Pilot Recharge Site Abdel-Jawad/KISR, 2008; Dawoud/EAD, 2005; Mukhopadhyay/KISR, 2010 April 19, 2013 www.escwa.un.org 18
  • 19. Kuwait: Dammam, Kuwait Group • 2002: Numerical Modeling of Artificial Recharge Options for Dammam Formation at Pilot Recharge Site • 2004: Laboratory Investigation Compatibility of Desalinated Water, RO-processed Treated Wastewater with the Kuwait Group Aquifer • 2010: Selection of Suitable Sites for Artificial Recharge – Kuwait Group: Mutla, Sulaibiya, Raudhatain areas – Dammam Formation: Kabd area Abdel-Jawad/KISR, 2008; Dawoud/EAD, 2005; Mukhopadhyay/KISR, 2010 April 19, 2013 www.escwa.un.org 19
  • 20. Lebanon: Damour, Aquifer Recharge in Karst? • Aquifer Rechargeability Assessment in Karst - ARAK – Determine the ability of a given karst aquifer to be artificially recharged and managed – Best sites for implementing artificial recharge from surface • Multi-criteria indexation analysis modeled on karst vulnerability assessment methods • Four independent criteria, i.e. Epikarst, Rock, Infiltration and Karst • Rechargeability index: the product of two factors, intrinsic rechargeability and feasibility index • Damour site: MAR system interesting solution to cope with salinization and insufficiency of the resource Daher, 2011 April 19, 2013 www.escwa.un.org 20
  • 21. Oman: Groundwater Recharge Dams • > 30 groundwater recharge dams, intercepting wadi runoff, allowing for controlled recharge downstream of dam • Managed to hold about 1064 MCM of flood waters until end of 2009 • Substantial experiences in siting and dimensioning of groundwater recharge dams April 19, 2013 www.escwa.un.org 21
  • 22. Oman: TSE Reuse, MAR, Salalah • Salalah Sanitary Drainage Services Co.: SSDS • Purpose: Ownership, management, operation and maintenance of current network of groundwater recharge, and any future expansions. • No legislation on TSE reuse for aquifer recharge • Average Quantity of Treated Water – to Recharge Wells: 18090 m3 – to SSDS Clients/Consumers: 2680 m3 • 48 Recharge Wells AlQasmi, 2011; Shammas, 2007; Wahaibi, 2011 April 19, 2013 www.escwa.un.org 22
  • 23. Qatar: Northern GW Basin, ASR • 1976: “Artificial recharge with desalted sea water to permit additional agricultural development appears technically feasible but its practicability needs to be examined further.” (Vecchioli) • 1992-1994: Feasibility study for injection of desalinated water in Rus and Umm er-Radhuma, result positive for both formations • 2012: QNFSP/KAHRAMAA: Investigation of four sites in northern groundwater basin for storage of 30 billion gallons (136 MCM) as long-term security in the event of an interruption to desalination supplies. • ASR as two-fold opportunity: Imperative for utilities to treat wastewater to tertiary level and TSE available for non-potable applications such as agricultural irrigation possibly with intermediate aquifer storage. Dawoud/EAD, 2009; MEED, 2012; Streetly, 1998; Vecchioli/USGS, 1976 April 19, 2013 www.escwa.un.org 23
  • 24. United Arab Emirates: Nizwa, Sharjah: 1st Operational ASR • 2001-2002 feasibility study • 2003-2004 pilot project • ASR to replace seasonal peak load capacity • Site characterization and evaluation, geophysics, trial boreholes, monitoring network • Hydrochemical modeling: Mixing of injected RO product (250 µS/cm) and native groundwater • Pilot project: Cycles of injection - storage - recovery, currently in 10th cycle, • 4th Cycle: 24700 m3 over 26 days injection, 30 days storage, 23400 m3 over 19 days recovery, system efficiency 95% recovery of injected water, cost efficiency 10% of equivalent surface storage • Planned for 400 MIG (1.8 MCM) SEWA, 2009 April 19, 2013 www.escwa.un.org 24
  • 25. United Arab Emirates: Liwa, Abu Dhabi: large scale SWSR • 2003-2005 feasibility study • 2006-2009 pilot project • 2010-2013 construction of “Strategic Water Storage and Recovery Project (SWSR)”, Liwa • Planned for 23 MCM of surplus desalinated seawater • Emergency water supply for Abu Dhabi up to three months at 40 MIG/d (181,800 m3/d) • Extensive site characterisation, shallow aquifer system, semi-consolidated Aeolian dune sands • When completed: Benchmark for water management in arid regions Koziorowski, 2012 ; Wolke, 2011 April 19, 2013 www.escwa.un.org 25
  • 26. What can be done at regional level? • Technical and scientific challenges to make any MAR schemes successful. • Socio-economic aspects have to take a greater role in overall assessment stages and require close interaction between economists, engineers, social and natural scientists. • Regional knowledge exchange on technical, scientific, socio-economic and regulatory approaches for MAR. • Exchange visits between countries; developing staff capacities and learning networks. • Advisory bodies with experts from different sectors and countries. 19 April 2013 www.escwa.un.org 26
  • 27. THANK YOU Managed Aquifer Recharge – MAR and Aquifer Storage Recovery – ASR with Examples from the Region KISR, Kuwait, Ralf Klingbeil 2 April 2013 Regional Advisor Environment & Water