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Communities and Institutions for Flood Resilience
                          Turning Tides?




Learning from our futures
 Resilient Adaptation to Flood Risks under
Urban Growth and Climate Change Dynamics
    Promovendus: Farhana Ahmed
    Promotor: Prof. Chris Zevenbergen
    Supervisors: Berry Gersonius, William Verbeek

                  2 November, 2012
Research Background
• Cities are prone to hazards with 233 out of 633
  cities or urban agglomerations and 663 million
  inhabitants vulnerable to high risk of flooding
• World urban population is presently more than
  50%, expected to reach 67% by 2050
• Of which, 86% population in the more developed
  regions and 64% in the less developed regions.
• Urbanization rate of 1.32% in less developed
  regions, is more than developed region with 0.4%
• Climate change will increase precipitation and
  more frequent flooding events.
Adverse Effects of Flood
Physical effects
  – Damage to structures and
  – Infrastructure

Environmental effects
  – Water quality through
    contamination of drinking
    water and water bodies
  – Public health issues and
  – Aesthetic influence

Socio-economic effects
  – Economy
  – Societal disruption         •   Within 1995-2004, flood
                                    contributed to 20% death toll
                                •   33% economic losses
Project Background
     Communities and institutions for flood resilience:
     enhancing knowledge and capacity to manage flood risk
     in the Bangladeshi and Dutch Deltas
 Partners:
  Dutch institutes
  (Wageningen University,
  UNESCO-IHE) &
  Bangladeshi Institutes
  (IWFM-BUET, CEGIS)
 Analyze the strategies and
  policies of rural, urban,
  epistemic and policy
  communities to reduce
  flood risks and
  vulnerabilities
 Period: 2012-2016
Integration among the PhDs under WOTRO
                                                                                                 Publication and
                          Integration process among the PhDs
                                                                                                  Dissemination

                               Delta lessons and Water Management Practices
                                           in the Dutch-BD deltas


PhD-1:Dealing with uncertainty: the delta
knowledge agendas in the Netherlands
                                                                                                       PhD
and Bangladesh
                                                                                                      Thesis


                          Urban-Rural Flood Management
                                 Practices in BD

                                              PhD-2: Assessment of rigid vs flexible flood          Publications
PhD-3: Rural climate-change adaptation        adaptation and mitigation sStrategies under
in Bangladesh: strengthening flood                                                                (Journals/Book)
                                              dynamic urban environment and changing climate
resilient communities


                               Adaptation and Mitigation Strategies
                                       in BD-Netherlands


PhD-4: Linking climate change adaptation                                                       Workshops/      Website
and disaster risk reduction with floods:                                                        seminars
towards resilient deltas                                                                             Dissemination
Flood Risk Assessment and Adaptation
                     Approaches
• Qualitative vs Quantitative assessment
• Resilience (Socio-technical) approach vs robust engineering approach for Flood
  Risk Mitigation and Management
• Different Approaches: Adaptive Policy Making (APM), Adaptation Tipping Point
  (ATP), Real-In-Options (RIO), and Adaptation Tipping Point - Adaptation
  Mainstreaming Opportunity (ATP-AMO)
                                                                        Top-down

   ATP’s in water management                                                                             Risk Management
                                                                                            Static
    are the specific boundary                                                                                   APM


   conditions where technical,
   economic, spatial or societal
      acceptable limits are                                                          ATP, Exploratory
                                                         RIO                           Modelling                         Adaptation
             exceeded.               Caused-                              Adap
                                                                          tation
                                                                                                         Effect-based/     Policy
                                   based/impact     Decision Analysis              Adaptation Pathways   vulnerability   Pathways




                                                                              ATP-AMO



                                                  Dynamic


                                                                        Bottom-up
Gaps in the State of the Art
• Uncertainty in urban growth scenario (Planned and
  unplanned)
• Uncertainty in climate change / flood predictions
• Lack of adequate/accurate data
• Constraints for adaption (financial constraint, large-scale
  in-migration, gap in technical knowhow)
Objectives
       to identify the impacts of changing climate and urbanization on urban
       flooding and to assess the effectiveness of management, including flood
       mitigation and adaptation. The specific objectives are:
I.      Tailor the adaptation tipping point (ATP) method to a constrained
        context such as experienced in developing countries.
II.     Extend the traditional application of the ATP method through the
        incorporation of multiple drivers, namely climate change and urban
        growth.
III.    Demonstrate the extended ATP method for the current flood risk
        management (FRM) strategy for Dhaka.
IV. Develop alternative FRM strategies including multi-layer safety for
    Dhaka by taking a combined top-down/bottom-up approach, and assess
    these strategies with the extended ATP method.
V.      Compare the effectiveness of multi-layer safety for adapting to
        increasing flood risks between Bangladesh and the Netherlands.
Research questions
I.    How can the ATP method be adapted to a developing country
      context, in which management objectives may be lacking, not
      well defined or exceeded?
II.   How can the spatio-temporal dynamics of (planned and
      unplanned) urban growth be incorporated into the ATP method?
III. What are the (intermediate) goals, measures and critical ATPs of
     the current FRM strategy of Dhaka?
IV. Which alternative FRM strategies can be identified for Dhaka,
    and are these strategies effective in postponing the critical ATPs?
V.    Is multi-layer safety an effective way to adapt to changes in flood
      risk in urbanised delta areas?
Dhaka City-The Case Study
•   Area of DMA is 360 sq.km and DAP area
    is 1528 sq.km (590 sq mile)
•   Population of Dhaka city: 12 million
                                                       Turag river
    (2010)
•   DWASA: key agency for water supply                    Tongi Canal
    system, sewerage and drainage (since
    1963)
                                                                        Balu
•   Present water demand: 2200 MLD                                      River
•   Water demand: 91% demand is met up
    by 4 SWTPs and 575 DTWs
•   Source of water: 87% water from DTWs                                        Lakhya
                                                                                River
   Five rivers: Turag, Buriganga, Dhaleshwari,
    Lakhya, Balu and Tongi canal
                                                   Buriganga
   Ground water: Relatively low depth of          River
    aquifer
   Rainfal: 2400 mm average annual rainfall      Dhaleswari
    (between 2001-2008, NWRD)                     River
Dordrecht-The Case Study
• in the delta of the rivers Rhine and Maas and is
  situated in the transition area between rivers and
  sea.
• 118 thousand inhabitants with a population of 1500
  inhabitants per km2
• 99 km2 of which 19 km2 consists of surface water.
Change in Builtup area (1993-2007)   Change in Vegetation area (1993-2007)




      23% to 47%                         58% to 40%
Flood map of 1988                      Flood map of 1998




•75% area of western part inundated       •23% area of western part inundated
•Duration of 3 weeks                      •61 wards were affected
•Flood height higher than 1998 (3-4.5m)   •Duration was 2 months
•2.5 million people affected                              Data Source: IWM
Flood map of July-Aug 2004    Flood map of September 2004




                                •600 mm rainfall from 11-15th Sept
•Inundated Area 40%             •Average 297 mm
                                •341 mm rainfall on 13th Sept
Flood map of August 2007                                Flood Map of July 2009




• Above average year flooding
• Less severe than 2004, 1998 or 1988                   • Highest rainfall of 333 mm in 24 hrs
• Record number of patients with diarrhoea (21,401 in     between 27th-28th July.
 August), dehydration and cholera. (Source: ICDDRB)     • 1 day maximum rainfall of 448mm
Dhaka City Flood Management Systems
               Flood Infrastructure
               Western Part (136 sq km)
               • Fully flood protected
               • Inundation occurs due to
                 intensive rainfall
               • Inadequate drainage systems

               Eastern Part (124 sq km)
               • No flood protection
               • Encroachment of water bodies
               • Lack of coordination between
                 agencies
DHAKA: LOCATED IN THE DELTA FORMED BY GANGES -
   BRAHMAPUTRA/JAMUNA -MEGHNA SYSTEMS
Deviation of Rainfall from daily normal
                                                                   (1961-1990)
                                40                                                                                                                                    120

                                                                                                                                                                      100
                                30
                                                                                                                                                                      80




                                                                                                                                            Rainfall deviation (mm)
Rainfall deviation (mm)




                                20
                                                                                                                                                                      60

                                10                                                  Hydrographs of Buriganga at Dhaka                                                 40


                                 0                                                            (1988-2009)                                                             20

                                 1-Jul     11-Jul    21-Jul     31-Jul     10-Aug     20-Aug     30-Aug      9-Sep     19-Sep      29-Sep                               0
                                -10                                                                                                                                     1-Jul     11-Jul     21-Jul     31-Jul    10-Aug     20-Aug     30-Aug      9-Sep      19-Sep       29-Sep
                                                                                                                                                                      -20

                                -20                                                                                                                                   -40
                                                                                  Dates                                                                                                                                  Dates

                                           Fig. 6: Temporeal variation of the deviation of daily rainfall during July-September 1988
                                                                                                                                                                                Fig. 7: Temporeal variation of the deviation of daily rainfall during July-September 1998
                                                                      from the daily normal of 1961-1990
                                                                                                                                                                                                           from the daily normal of 1961-1990
                                400

                                350

                                300
      Rainfall deviation (mm)




                                250

                                200

                                150

                                100

                                 50

                                  0
                                   1-Jul   11-Jul     21-Jul     31-Jul    10-Aug     20-Aug     30-Aug     9-Sep     19-Sep     29-Sep
                                 -50
                                                                                  Dates

                                             Fig. 8: Temporeal variation of the deviation of daily rainfall during July-September 2004
                                                                       from the daily normal of 1961-1990
Review of Planning Initiatives
Dacca Master Plan, 1958, DIT
     Basically a land use plan prepared for 20yr period.
Dhaka Metropolitan Development Plan (DMDP) 1995, by RAJUK (MOHPW)
     DMDP includes:
          a) Structure Plan (SP) 1995-2015
          b) Urban Area Plan (UAP)/Master Plan (1995-2005)
          c) Detailed Area Plan (DAP)
     SP provides long term strategy for growth, spatial and sectoral policies
     UAP, a mid term plan, includes Resource maps, Interim management report &
      Multi sectoral investment program
     DAP provides detailed planning for specific sub areas.
Detail Area Plan (DAP)
     Approved by cabinet on 21st June, 2010
     Includes 3.4 lakh acres (excluding restricted areas)
     Provides detailed planning proposals for specific sub-areas of Dhaka
     Objective is to prevent flooding & ease the traffic congestion
Review of Planning Initiatives
Flood Action Plan (FAP 8A and FAP 8B)
   Prepared in 1988 for flood protection and drainage of the Greater Dhaka City
   FAP-8A comprises the East area (124 km2) of Dhaka city and FAP-8B comprises of
    West area (136 km2) of Dhaka city.
   FAP-8B program proposes construction of drainage facilities along with Natural
    drainage khals/canals, Natural storage and reservoirs of storm water
BANGLADESH CLIMATE CHANGE STRATEGY & ACTION PLAN 2009
   Adapt of climate change threats
   Contains two parts
   First part based on physical and climatic contexts, core socio-economic realities
    and policies in the country and the consequent rationale for a strategy on climate
    change
   Second part proposes interventions on six thematic areas: i) Food Security, Social
    Protection & Health, ii) Comprehensive DM, iii) Infrastructure, iv) Research &
    Knowledge Management, v) Mitigation & Low Carbon Dev., vi) Capacity Building
    & Institutional Strengthening
Some Ongoing Projects
   DWASA projects, funded by JICA, include khal improvement,
    main drains, construction of culvert and dredging.
   Badda urgent project to remove water logging (DWASA)
   Dholai Khal Rehabilitation and area development (DCC/World
    Bank)
   Detail design of FAP 8B, funded by ADB which includes
    strengthening of the western embankment with pumps and
    sluice gates.
   Bangladesh Delta Plan Preparatory phase
   CORFU project
Future Planning Initiatives
                          Bangladesh Delta Plan
   draws       experience      from      the
    "Netherlands Delta Plan 2100“
   will be incorporated in the sector plans
   will be implemented through dev.
    programmes of GOs and NGOs
   appropriate institutional arrangement
   funding source from govt. revenue and
    development budget and development
    partners
   a holistic long term (50 to 100 years)
    integrated strategy plan for Bangladesh
   to achieve long term sustainable
    development through adaptive water
    governance
Proposed Methodology for the study
      Input                     Process            Output




       Landuse                   Urban             Urban
     Demography             Growth Modelling   Growth Scenarios
         DEM




          Rainfall                Flood             Flood
     River Water level       Risk Modelling       Scenarios
 Climate change scenarios
  Urban Drainage System




  Urban Development           Adaptation         Adaptation
    Policies & Plans          Assessment        Tipping Points
 Climate Change Policy
    and Action Plan

                                               Flood Risk Management
                                               & Adaptation Strategies
Urban growth scenarios
2040
2050
2035
2025
2030
2015
2010
2045
2020
2060
2055
Flooding under different UG scenarios
Conclusion/Concerns
   Dhaka is in its incumbent stage of implementation of the DAP
   Urban growth’s threshold value have to identified and taken
    into consideration at planning/policy level
   Climate change effects needs to be specific and concise to be
    able to help set the standards for decision making
   Adaptation tipping points and turning points needs to be
    identified
   Adaptive delta management approach in perspective of
    changing urban and climate environment needs to be
    examined
   Flood management with inclusion of flexible and rigid
    strategies need to be compared to find the best combination

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Farhana Ahmed "Learning from our futures"

  • 1. Communities and Institutions for Flood Resilience Turning Tides? Learning from our futures Resilient Adaptation to Flood Risks under Urban Growth and Climate Change Dynamics Promovendus: Farhana Ahmed Promotor: Prof. Chris Zevenbergen Supervisors: Berry Gersonius, William Verbeek 2 November, 2012
  • 2. Research Background • Cities are prone to hazards with 233 out of 633 cities or urban agglomerations and 663 million inhabitants vulnerable to high risk of flooding • World urban population is presently more than 50%, expected to reach 67% by 2050 • Of which, 86% population in the more developed regions and 64% in the less developed regions. • Urbanization rate of 1.32% in less developed regions, is more than developed region with 0.4% • Climate change will increase precipitation and more frequent flooding events.
  • 3. Adverse Effects of Flood Physical effects – Damage to structures and – Infrastructure Environmental effects – Water quality through contamination of drinking water and water bodies – Public health issues and – Aesthetic influence Socio-economic effects – Economy – Societal disruption • Within 1995-2004, flood contributed to 20% death toll • 33% economic losses
  • 4. Project Background Communities and institutions for flood resilience: enhancing knowledge and capacity to manage flood risk in the Bangladeshi and Dutch Deltas  Partners: Dutch institutes (Wageningen University, UNESCO-IHE) & Bangladeshi Institutes (IWFM-BUET, CEGIS)  Analyze the strategies and policies of rural, urban, epistemic and policy communities to reduce flood risks and vulnerabilities  Period: 2012-2016
  • 5. Integration among the PhDs under WOTRO Publication and Integration process among the PhDs Dissemination Delta lessons and Water Management Practices in the Dutch-BD deltas PhD-1:Dealing with uncertainty: the delta knowledge agendas in the Netherlands PhD and Bangladesh Thesis Urban-Rural Flood Management Practices in BD PhD-2: Assessment of rigid vs flexible flood Publications PhD-3: Rural climate-change adaptation adaptation and mitigation sStrategies under in Bangladesh: strengthening flood (Journals/Book) dynamic urban environment and changing climate resilient communities Adaptation and Mitigation Strategies in BD-Netherlands PhD-4: Linking climate change adaptation Workshops/ Website and disaster risk reduction with floods: seminars towards resilient deltas Dissemination
  • 6. Flood Risk Assessment and Adaptation Approaches • Qualitative vs Quantitative assessment • Resilience (Socio-technical) approach vs robust engineering approach for Flood Risk Mitigation and Management • Different Approaches: Adaptive Policy Making (APM), Adaptation Tipping Point (ATP), Real-In-Options (RIO), and Adaptation Tipping Point - Adaptation Mainstreaming Opportunity (ATP-AMO) Top-down ATP’s in water management Risk Management Static are the specific boundary APM conditions where technical, economic, spatial or societal acceptable limits are ATP, Exploratory RIO Modelling Adaptation exceeded. Caused- Adap tation Effect-based/ Policy based/impact Decision Analysis Adaptation Pathways vulnerability Pathways ATP-AMO Dynamic Bottom-up
  • 7. Gaps in the State of the Art • Uncertainty in urban growth scenario (Planned and unplanned) • Uncertainty in climate change / flood predictions • Lack of adequate/accurate data • Constraints for adaption (financial constraint, large-scale in-migration, gap in technical knowhow)
  • 8. Objectives to identify the impacts of changing climate and urbanization on urban flooding and to assess the effectiveness of management, including flood mitigation and adaptation. The specific objectives are: I. Tailor the adaptation tipping point (ATP) method to a constrained context such as experienced in developing countries. II. Extend the traditional application of the ATP method through the incorporation of multiple drivers, namely climate change and urban growth. III. Demonstrate the extended ATP method for the current flood risk management (FRM) strategy for Dhaka. IV. Develop alternative FRM strategies including multi-layer safety for Dhaka by taking a combined top-down/bottom-up approach, and assess these strategies with the extended ATP method. V. Compare the effectiveness of multi-layer safety for adapting to increasing flood risks between Bangladesh and the Netherlands.
  • 9. Research questions I. How can the ATP method be adapted to a developing country context, in which management objectives may be lacking, not well defined or exceeded? II. How can the spatio-temporal dynamics of (planned and unplanned) urban growth be incorporated into the ATP method? III. What are the (intermediate) goals, measures and critical ATPs of the current FRM strategy of Dhaka? IV. Which alternative FRM strategies can be identified for Dhaka, and are these strategies effective in postponing the critical ATPs? V. Is multi-layer safety an effective way to adapt to changes in flood risk in urbanised delta areas?
  • 10. Dhaka City-The Case Study • Area of DMA is 360 sq.km and DAP area is 1528 sq.km (590 sq mile) • Population of Dhaka city: 12 million Turag river (2010) • DWASA: key agency for water supply Tongi Canal system, sewerage and drainage (since 1963) Balu • Present water demand: 2200 MLD River • Water demand: 91% demand is met up by 4 SWTPs and 575 DTWs • Source of water: 87% water from DTWs Lakhya River  Five rivers: Turag, Buriganga, Dhaleshwari, Lakhya, Balu and Tongi canal Buriganga  Ground water: Relatively low depth of River aquifer  Rainfal: 2400 mm average annual rainfall Dhaleswari (between 2001-2008, NWRD) River
  • 11. Dordrecht-The Case Study • in the delta of the rivers Rhine and Maas and is situated in the transition area between rivers and sea. • 118 thousand inhabitants with a population of 1500 inhabitants per km2 • 99 km2 of which 19 km2 consists of surface water.
  • 12. Change in Builtup area (1993-2007) Change in Vegetation area (1993-2007) 23% to 47% 58% to 40%
  • 13. Flood map of 1988 Flood map of 1998 •75% area of western part inundated •23% area of western part inundated •Duration of 3 weeks •61 wards were affected •Flood height higher than 1998 (3-4.5m) •Duration was 2 months •2.5 million people affected Data Source: IWM
  • 14. Flood map of July-Aug 2004 Flood map of September 2004 •600 mm rainfall from 11-15th Sept •Inundated Area 40% •Average 297 mm •341 mm rainfall on 13th Sept
  • 15. Flood map of August 2007 Flood Map of July 2009 • Above average year flooding • Less severe than 2004, 1998 or 1988 • Highest rainfall of 333 mm in 24 hrs • Record number of patients with diarrhoea (21,401 in between 27th-28th July. August), dehydration and cholera. (Source: ICDDRB) • 1 day maximum rainfall of 448mm
  • 16. Dhaka City Flood Management Systems Flood Infrastructure Western Part (136 sq km) • Fully flood protected • Inundation occurs due to intensive rainfall • Inadequate drainage systems Eastern Part (124 sq km) • No flood protection • Encroachment of water bodies • Lack of coordination between agencies
  • 17. DHAKA: LOCATED IN THE DELTA FORMED BY GANGES - BRAHMAPUTRA/JAMUNA -MEGHNA SYSTEMS
  • 18. Deviation of Rainfall from daily normal (1961-1990) 40 120 100 30 80 Rainfall deviation (mm) Rainfall deviation (mm) 20 60 10 Hydrographs of Buriganga at Dhaka 40 0 (1988-2009) 20 1-Jul 11-Jul 21-Jul 31-Jul 10-Aug 20-Aug 30-Aug 9-Sep 19-Sep 29-Sep 0 -10 1-Jul 11-Jul 21-Jul 31-Jul 10-Aug 20-Aug 30-Aug 9-Sep 19-Sep 29-Sep -20 -20 -40 Dates Dates Fig. 6: Temporeal variation of the deviation of daily rainfall during July-September 1988 Fig. 7: Temporeal variation of the deviation of daily rainfall during July-September 1998 from the daily normal of 1961-1990 from the daily normal of 1961-1990 400 350 300 Rainfall deviation (mm) 250 200 150 100 50 0 1-Jul 11-Jul 21-Jul 31-Jul 10-Aug 20-Aug 30-Aug 9-Sep 19-Sep 29-Sep -50 Dates Fig. 8: Temporeal variation of the deviation of daily rainfall during July-September 2004 from the daily normal of 1961-1990
  • 19. Review of Planning Initiatives Dacca Master Plan, 1958, DIT  Basically a land use plan prepared for 20yr period. Dhaka Metropolitan Development Plan (DMDP) 1995, by RAJUK (MOHPW)  DMDP includes: a) Structure Plan (SP) 1995-2015 b) Urban Area Plan (UAP)/Master Plan (1995-2005) c) Detailed Area Plan (DAP)  SP provides long term strategy for growth, spatial and sectoral policies  UAP, a mid term plan, includes Resource maps, Interim management report & Multi sectoral investment program  DAP provides detailed planning for specific sub areas. Detail Area Plan (DAP)  Approved by cabinet on 21st June, 2010  Includes 3.4 lakh acres (excluding restricted areas)  Provides detailed planning proposals for specific sub-areas of Dhaka  Objective is to prevent flooding & ease the traffic congestion
  • 20. Review of Planning Initiatives Flood Action Plan (FAP 8A and FAP 8B)  Prepared in 1988 for flood protection and drainage of the Greater Dhaka City  FAP-8A comprises the East area (124 km2) of Dhaka city and FAP-8B comprises of West area (136 km2) of Dhaka city.  FAP-8B program proposes construction of drainage facilities along with Natural drainage khals/canals, Natural storage and reservoirs of storm water BANGLADESH CLIMATE CHANGE STRATEGY & ACTION PLAN 2009  Adapt of climate change threats  Contains two parts  First part based on physical and climatic contexts, core socio-economic realities and policies in the country and the consequent rationale for a strategy on climate change  Second part proposes interventions on six thematic areas: i) Food Security, Social Protection & Health, ii) Comprehensive DM, iii) Infrastructure, iv) Research & Knowledge Management, v) Mitigation & Low Carbon Dev., vi) Capacity Building & Institutional Strengthening
  • 21. Some Ongoing Projects  DWASA projects, funded by JICA, include khal improvement, main drains, construction of culvert and dredging.  Badda urgent project to remove water logging (DWASA)  Dholai Khal Rehabilitation and area development (DCC/World Bank)  Detail design of FAP 8B, funded by ADB which includes strengthening of the western embankment with pumps and sluice gates.  Bangladesh Delta Plan Preparatory phase  CORFU project
  • 22. Future Planning Initiatives Bangladesh Delta Plan  draws experience from the "Netherlands Delta Plan 2100“  will be incorporated in the sector plans  will be implemented through dev. programmes of GOs and NGOs  appropriate institutional arrangement  funding source from govt. revenue and development budget and development partners  a holistic long term (50 to 100 years) integrated strategy plan for Bangladesh  to achieve long term sustainable development through adaptive water governance
  • 23. Proposed Methodology for the study Input Process Output Landuse Urban Urban Demography Growth Modelling Growth Scenarios DEM Rainfall Flood Flood River Water level Risk Modelling Scenarios Climate change scenarios Urban Drainage System Urban Development Adaptation Adaptation Policies & Plans Assessment Tipping Points Climate Change Policy and Action Plan Flood Risk Management & Adaptation Strategies
  • 26. Flooding under different UG scenarios
  • 27. Conclusion/Concerns  Dhaka is in its incumbent stage of implementation of the DAP  Urban growth’s threshold value have to identified and taken into consideration at planning/policy level  Climate change effects needs to be specific and concise to be able to help set the standards for decision making  Adaptation tipping points and turning points needs to be identified  Adaptive delta management approach in perspective of changing urban and climate environment needs to be examined  Flood management with inclusion of flexible and rigid strategies need to be compared to find the best combination