Use of RIBASIM in Lesotho
Ron Passchier
Deltares
October 2017
Lesotho – the Mountain Kingdom
Lesotho – main characteristics
•Landlocked country in Africa
•Independent since 1966
•99.7% Basotho
•Population about 2.2 million
•Density 68 / km2
•Capital: Maseru
•Area: 30,355 km2
•Upper basin of the Orange river
•Major rivers: Senqu & Caledon
•Elevation 1400 – 3482 m
(Drakensberg)
•Rainfall 500 – 1200 mm
•Mainly surface water, no
groundwater
Octobre 2017
Topography – Lowlands versus Highlands
October 2017
Lowlands
Highlands
Lesotho – Part of Orange river basin
Orange river basin has two main
tributaries in Lesotho:
• Senqu
• Mohokare
Lesotho
Mohokare
Senqu
Lesotho Highlands Water Project (LHWP)
•Bi-national Project (Lesotho –
Republic South Africa (RSA))
•Provide water to RSA
•Various phases
•Phase 1A & 1B finalized (2003):
• 2 major dams (Katse &
Mohale)
• Transfer tunnel to RSA (18
m3/s)
•Phase 2: new dam Polihali
(ready to be started)
•Later phases to be decided
•Max. 70 m3/s
Treaty with RSA – 18 m3/s
Hydro power for Lesotho
Lesotho Highlands Water Project – Phase 1
Lesotho Highlands Water Project – Phase 1
Two dams:
Katse and Mohale
1 januari 2008
Later
phases:
Polihali dam
Polihali damMetolong
dam
Lowlands
Highlands
LHWP Dams (Mohale and Katse)
Water-resources situation in Lesotho
1. Surplus of water of excellent quality, but
concentrated in the Highlands
2. Highlands ‘empty’, Lowlands concentration of
population and thus demands
3. Lowlands suffer shortages in PWS (2–3 m3/s)
4. Shortages likely to increase in near future
5. Temporary solution by small reservoirs in
Lowlands region (Metolong dam)
6. Main problem: enormous sediment load in the
rivers  reservoirs are short-lived
Octobre 2017
Possible solutions
1. Reduce water demands?
2. Highlands as a source!
3. Technically feasible:
• Existing links, or even better:
• New connection to Lowlands (Mohale – Metolong –
Maseru capital)
4. Technically, yes, but in practice problematic:
• Existing treaty
• Make sure sufficient water available for RSA
Project program – continuation of earlier work
1. Upgrading of the RIBASIM model
2. Addition of climate change impact
3. Analysis of water resources situation with new
data and infrastructure
4. Implementation of RIBASIM at Department of
Water Affairs of Lesotho
Octobre 2017
• Frederiek Sperna Weiland – Climate change assessment
• Laurène Bouaziz – Hydrological modelling
• Ron Passchier – Team leader and water resources modelling
RIBASIM application
• Whole of Lesotho, including upper Mohokare
basin in South Africa
• Based on earlier schematization and input data
• Upgrading of infrastructure
• Updating of model data, including climate
change (CC)
• Implementation at office of Department of
Water Affairs
• Application with various scenarios (e.g. CC)
Octobre 2017
Climate change assessment
• First two GCM scenarios are chosen from a set of 22 future
climate change scenarios: average (‘central’) and dry conditions.
• The daily gridded scenario time-series of precipitation, temperature
and potential evaporation are used in hydrological model of the
Senqu and Mohokare rivers.
• With the hydrological model we calculate changes in natural river
discharges as a result of climate change.
• The percentage monthly changes are used to modify the original
inflow series of the RIBASIM model.
Important result:
in general over Lesotho there will be an increase in water
availability in the order of 3 – 8%, with the notable exception
of the Lowlands, which show an overall decrease
Octobre 2017
Application of RIBASIM in Lesotho
Octobre 2017
New RIBASIM schematization
Katse Polihali
Mohale
Metolong
Introduction of Phase 3 – 4  loop in model
Mohale to Metolong
Mohale
Metolong
Maseru
Mohale to Metolong – RIBASIM
MOHALE
KATSE
MUELA
MASERU
To RSA
METOLONG
Setup RIBASIM Scenarios
• Combination of:
• Hydrological scenarios
• Demand scenarios
• Three Hydrological scenarios:
• Present climate (“CC 0”)
• Average (or ‘central’) climate projection (“CC 1”)
• Worst case (or ‘dry’) climate projection (“CC 2”)
• Two demand scenarios:
• Present
• Future (2050)
Octobre 2017
Model scenarios
Combination of hydrological and water demand scenarios
Nr CC Description
1 Present demand situation
A  Present climate (“CC 0”)
B  CC Average (“CC 1”)
C  CC Dry (“CC 2”)
2 Future (2050) demand situation
A  Present climate (“CC 0”)
B  CC Average (“CC 1”)
C  CC Dry (“CC 2”)
3 Future (2050) demand situation with Mohale to Metolong transfer
B  CC Average (“CC 1”)
C  CC Dry (“CC 2”)
4 Future (2050) demand situation with Polihali scheme
B  CC Average (“CC 1”)
C  CC Dry (“CC 2”)
Present
Future
Total water balance with synthetic series
Long series of monthly average values with one extreme stress period
Example of impact of stress period – reservoirs
Example for future demand situation
Supply – demand ratio PWS Maseru (future)
Result of scenario 3 with Highlands - Lowlands
Flow through the tunnels between reservoirs
Katse
Mohale
To Lowlands
18 m3/s
Supply – demand ratio Maseru (with transfer)
100%
90%
Result for Scenario 4B – Phase 2 LHWP
Polihali hydrology (daily flows)
Polihali hydrology (monthly flows)
Conclusions and recommendations
• Water supply to Maseru and other cities in Lowlands is not
sustainable in the future by local sources
• Climate change may form crucial issue (Lowlands less rainfall)
• New Metolong dam will have short life time due to sedimentation
• Solution can be found by looking at Highland system (LHWP)
• LHWP will not suffer noticeable by taking water from Mohale to
Lowlands (“demand in margin of error”)
• Therefore it is advised to explore the possibility to implement a
tunnel transfer between Highlands (Mohale dam) and Lowlands
(Metolong dam)
• Design of Polihali dam (Phase 2 of LHWP) should be reconsidered
• General on RIBASIM: necessary tool to understand complex water
systems
Thank you!

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DSD-INT 2017 Use of RIBASIM in Lesotho - Passchier

  • 1. Use of RIBASIM in Lesotho Ron Passchier Deltares October 2017
  • 2. Lesotho – the Mountain Kingdom
  • 3. Lesotho – main characteristics •Landlocked country in Africa •Independent since 1966 •99.7% Basotho •Population about 2.2 million •Density 68 / km2 •Capital: Maseru •Area: 30,355 km2 •Upper basin of the Orange river •Major rivers: Senqu & Caledon •Elevation 1400 – 3482 m (Drakensberg) •Rainfall 500 – 1200 mm •Mainly surface water, no groundwater Octobre 2017
  • 4. Topography – Lowlands versus Highlands October 2017 Lowlands Highlands
  • 5. Lesotho – Part of Orange river basin Orange river basin has two main tributaries in Lesotho: • Senqu • Mohokare Lesotho Mohokare Senqu
  • 6. Lesotho Highlands Water Project (LHWP) •Bi-national Project (Lesotho – Republic South Africa (RSA)) •Provide water to RSA •Various phases •Phase 1A & 1B finalized (2003): • 2 major dams (Katse & Mohale) • Transfer tunnel to RSA (18 m3/s) •Phase 2: new dam Polihali (ready to be started) •Later phases to be decided •Max. 70 m3/s
  • 7. Treaty with RSA – 18 m3/s Hydro power for Lesotho Lesotho Highlands Water Project – Phase 1
  • 8. Lesotho Highlands Water Project – Phase 1 Two dams: Katse and Mohale
  • 9. 1 januari 2008 Later phases: Polihali dam Polihali damMetolong dam
  • 12. LHWP Dams (Mohale and Katse)
  • 13. Water-resources situation in Lesotho 1. Surplus of water of excellent quality, but concentrated in the Highlands 2. Highlands ‘empty’, Lowlands concentration of population and thus demands 3. Lowlands suffer shortages in PWS (2–3 m3/s) 4. Shortages likely to increase in near future 5. Temporary solution by small reservoirs in Lowlands region (Metolong dam) 6. Main problem: enormous sediment load in the rivers  reservoirs are short-lived Octobre 2017
  • 14. Possible solutions 1. Reduce water demands? 2. Highlands as a source! 3. Technically feasible: • Existing links, or even better: • New connection to Lowlands (Mohale – Metolong – Maseru capital) 4. Technically, yes, but in practice problematic: • Existing treaty • Make sure sufficient water available for RSA
  • 15. Project program – continuation of earlier work 1. Upgrading of the RIBASIM model 2. Addition of climate change impact 3. Analysis of water resources situation with new data and infrastructure 4. Implementation of RIBASIM at Department of Water Affairs of Lesotho Octobre 2017 • Frederiek Sperna Weiland – Climate change assessment • Laurène Bouaziz – Hydrological modelling • Ron Passchier – Team leader and water resources modelling
  • 16. RIBASIM application • Whole of Lesotho, including upper Mohokare basin in South Africa • Based on earlier schematization and input data • Upgrading of infrastructure • Updating of model data, including climate change (CC) • Implementation at office of Department of Water Affairs • Application with various scenarios (e.g. CC) Octobre 2017
  • 17. Climate change assessment • First two GCM scenarios are chosen from a set of 22 future climate change scenarios: average (‘central’) and dry conditions. • The daily gridded scenario time-series of precipitation, temperature and potential evaporation are used in hydrological model of the Senqu and Mohokare rivers. • With the hydrological model we calculate changes in natural river discharges as a result of climate change. • The percentage monthly changes are used to modify the original inflow series of the RIBASIM model. Important result: in general over Lesotho there will be an increase in water availability in the order of 3 – 8%, with the notable exception of the Lowlands, which show an overall decrease Octobre 2017
  • 18. Application of RIBASIM in Lesotho Octobre 2017
  • 19. New RIBASIM schematization Katse Polihali Mohale Metolong
  • 20. Introduction of Phase 3 – 4  loop in model
  • 22. Mohale to Metolong – RIBASIM
  • 24. Setup RIBASIM Scenarios • Combination of: • Hydrological scenarios • Demand scenarios • Three Hydrological scenarios: • Present climate (“CC 0”) • Average (or ‘central’) climate projection (“CC 1”) • Worst case (or ‘dry’) climate projection (“CC 2”) • Two demand scenarios: • Present • Future (2050) Octobre 2017
  • 25. Model scenarios Combination of hydrological and water demand scenarios Nr CC Description 1 Present demand situation A  Present climate (“CC 0”) B  CC Average (“CC 1”) C  CC Dry (“CC 2”) 2 Future (2050) demand situation A  Present climate (“CC 0”) B  CC Average (“CC 1”) C  CC Dry (“CC 2”) 3 Future (2050) demand situation with Mohale to Metolong transfer B  CC Average (“CC 1”) C  CC Dry (“CC 2”) 4 Future (2050) demand situation with Polihali scheme B  CC Average (“CC 1”) C  CC Dry (“CC 2”) Present Future
  • 26. Total water balance with synthetic series Long series of monthly average values with one extreme stress period
  • 27. Example of impact of stress period – reservoirs
  • 28. Example for future demand situation
  • 29. Supply – demand ratio PWS Maseru (future)
  • 30. Result of scenario 3 with Highlands - Lowlands
  • 31. Flow through the tunnels between reservoirs Katse Mohale To Lowlands 18 m3/s
  • 32. Supply – demand ratio Maseru (with transfer) 100% 90%
  • 33. Result for Scenario 4B – Phase 2 LHWP
  • 36. Conclusions and recommendations • Water supply to Maseru and other cities in Lowlands is not sustainable in the future by local sources • Climate change may form crucial issue (Lowlands less rainfall) • New Metolong dam will have short life time due to sedimentation • Solution can be found by looking at Highland system (LHWP) • LHWP will not suffer noticeable by taking water from Mohale to Lowlands (“demand in margin of error”) • Therefore it is advised to explore the possibility to implement a tunnel transfer between Highlands (Mohale dam) and Lowlands (Metolong dam) • Design of Polihali dam (Phase 2 of LHWP) should be reconsidered • General on RIBASIM: necessary tool to understand complex water systems