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Hong Li
李红
lihong2291@gmail.com; Lihong2291@126.com
Wechat: wHongLife
www.no.linkedin.com/in/hongliwater
Hydrological modelling under
Changing climate
2
2005.09 – 2009.06 B.Sc. China University of Mining & Technology
2009.09 – 2011.11 M.Sc. (Equivalent) Hohai University
2011.12 – 2015.08 Ph.D. University of Oslo (NVE)
2015.07 – 2015.12 Scientist Norwegian Meteorological Institute
Education
3
4
Hydrological and Climate Modelling
Multiple modelling tools
HBV, SimHYD, XAJ, WASMOD, WRF
Good programming skills
FORTRAN, C++
, R, Matlab, Shell script, Java
Statistical analysis
time series analysis and data-driven models
Experience in spatial analyst softwares
ArcMap
Expertise
5
Research
1) Li, H. et al., 2014. Implementation and testing of routing algorithms in the
distributed HBV model for mountainous catchments. Hydrology Research, 45(3),
pp.322–333. doi: 10.2166/nh.2013.009.
2) Li, H. et al., 2015. How much can we gain with increasing model complexity with
the same model concepts? Journal of Hydrology, 527, pp.858–871. doi:
10.1016/j.jhydrol.2015.05.044.
3) Li, H. et al., 2015. Integrating a glacier retreat model into a hydrological model
– Case studies of three glacierised catchments in Norway and Himalayan
region. Journal of Hydrology, 527, pp.656–667. doi: 10.1016/j.jhydrol.2015.05.017.
4) Li, H. et al., 2015. Water Resources under Climate Change of Himalayan Basins.
Water Resources Management. doi: 10.1007/s11269-015-1194-5.
5) Li, H. et al., 2015. Stability of model performance and parameter values on two
catchments facing changes in climatic conditions. Hydrological Sciences Journal,
60(7-8), pp. 1317-1330. doi: 10.1080/02626667.2014.978333.
6
Wimmera Lianshui
Non-stationarity
Article V
SimHYDXin’anjiang
Historical
Changes
Research
7
Hydrological Model
P: precipitation
Q: streamflow; discharge; runof
E: evapotranspiration
∆S: change in water storage
 
 
 
 
8
Scheme of the HBV model
Hydrological Model: HBV
PE=EPOT∗T
AE = PE * SM/FC/FCD
Sub-basin
Junction
Channel
Outlet
Element-to-Element
Outlet
Source-to-Sink
Land
Outlet
Grid-to-Grid
Land
Flow Routing (A1 & A2)
A1: Implementation and testing of routing algorithms in the distributed HBV model for mountainous
catchments
A2: How much can we gain with increasing model complexity with the same model concepts?
10
 
 
Flow Routing (A1 & A2) 
A1: Implementation and testing of routing algorithms in the distributed HBV model for mountainous
catchments
A2: How much can we gain with increasing model complexity with the same model concepts?
11
Flow Routing (A1 & A2)
Methods: 7 model variants
LWhole: lumped model
SBand: semi-distributed with elevation bands
GRZero: grid-based model; no routing
GROne: grid-based model; hillslope routing
GRTwo: grid-based model; hillslope and channel routing
A1: Implementation and testing of routing algorithms in the distributed HBV model for mountainous
catchments
A2: How much can we gain with increasing model complexity with the same model concepts?
12
Monthly mean runof simulations by the five model variants.
Flow Routing (A1 & A2)
Results: Runof
A1: Implementation and testing of routing algorithms in the distributed HBV model for mountainous
catchments
A2: How much can we gain with increasing model complexity with the same model concepts?
13
Flow Routing (A1 & A2)
Conclusions
The source-to-sink and channel routing do not add value in daily runof
simulation.
The model performance in runof simulation is improved by slope routing,
particularly in the low flow.
The model performance at the interior points increases with larger area.
The models are similar in reproducing the internal variables, such as
evaporation, snow and groundwater.
A1: Implementation and testing of routing algorithms in the distributed HBV model for mountainous
catchments
A2: How much can we gain with increasing model complexity with the same model concepts?
 
 
14
Scheme of the Δh model
 
HBV
Huss et al. 2010
Glacier Retreat (A3 & A4)
A3: Integrating a glacier retreat model into a hydrological model – Case studies of three glacierised
catchments in Norway and Himalayan region
A4: Water Resources under Climate Change of Himalayan Basin
15
Glacier Retreat (A3 & A4)
Study Sites (Area; Glacier; P/T)
Nigardsbreen in Norway (65; 73%; 3,736/-0.5)
Beas in India (3,202; 30%; 1,116/-1.0)
Chamkhar Chhu in Bhutan (1,353; 15%; 1,786/1.8)
Basin Variable Criteria Calibration Validation
Nigardsbreen
Q
NSE 0.90 0.90
RME 4.61 5.38
M R 0.90 0.92
Chamkhar
Chhu
Q
NSE 0.87 0.85
RME -0.02 10.32
Beas Q
NSE 0.65 0.73
RME 2.07 -22.38
Model performance in three basins
Glacier Retreat (A3 & A4)
Results
    
17
Annual mass balance simulation of Nigardsbreen
Glacier Retreat (A3 & A4)
Cal. 1991 – 2002 Val. 2003-2012
Results: Nigardsbreen
18
Downscaling
EC-Earth
MPI
RCA4
REMO
Bias correction
Glacier Retreat (A3 & A4)
Methods
19
Ten-year moving average of annual temperature and precipitation of the Chamkhar Chhu Basin
Glacier Retreat (A3 & A4)
Results: Future Climate
A3: Integrating a glacier retreat model into a hydrological model – Case studies of three glacierised
catchments in Norway and Himalayan region
A4: Water Resources under Climate Change of Himalayan Basin
20
Chamkhar Chhu Beas
Water resources per capita in the future
Glacier Retreat (A3 & A4)
Results: Water Resources
A3: Integrating a glacier retreat model into a hydrological model – Case studies of three glacierised
catchments in Norway and Himalayan region
A4: Water Resources under Climate Change of Himalayan Basin
Conclusions
The HBV model with Δh-model can reproduce the hydrological and glacial
processes.
The model with easily accessible input data can be applied in large areas for
climate change.
There is significant warming in the Himalayan region and the warming efects
are more obvious with higher greenhouse gases emissions.
There is more uncertainty in precipitation than in temperature.
Population growth is roughly responsible for 40% of the decline in water
availability.
21
Glacier Retreat (A3 & A4)
A3: Integrating a glacier retreat model into a hydrological model – Case studies of three glacierised
catchments in Norway and Himalayan region
A4: Water Resources under Climate Change of Himalayan Basin
22
Wimmera Lianshui
Non-stationarity
Article V
SimHYDXin’anjiang
Historical
Changes
Research
23
Non-stationarity (A5)
Study Sites (Area; P/T)
Wimmera in Australia (2000; 560/13.5)
Lianshui in China (5499; 1360/17)
1997
 
24
Non-stationarity (A5)
A5: Stability of model performance and parameter values on two catchments facing changes in
climatic conditions
Study Sites (Area; P/T)
Wimmera in Australia (2000; 560/13.5)
Lianshui in China (5499; 1360/17)
25
Non-stationarity (A5)
Wimmera
Lianshui
26
Cumulative frequency of deviations of parameters calibrated on all sub-periods. The
optimized parameters on the whole period are the benchmark values. All models have seven
selected parameters.
Non-stationarity (A5)
 
A5: Stability of model performance and parameter values on two catchments facing changes in
climatic conditions
27
Non-stationarity (A5)
Conclusions
Stability of model performance and parameter values depends on model
structure as well as the climate regime.
Models with higher performance scores are more stable in changing conditions.
Diferences in stability among models are larger in terms of model efficiency
than in model parameter values.
A5: Stability of model performance and parameter values on two catchments facing changes in
climatic conditions
28
Ongoing …
The response of the hydrological system in India to climate change
WP1 Climate modelling & Hydrological Modelling
WP2 Empirical statistical downscaling
WP3 Field measurements
WP4 Socioeconomic effects of climate change

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HHU

  • 1. Hong Li 李红 lihong2291@gmail.com; Lihong2291@126.com Wechat: wHongLife www.no.linkedin.com/in/hongliwater Hydrological modelling under Changing climate
  • 2. 2
  • 3. 2005.09 – 2009.06 B.Sc. China University of Mining & Technology 2009.09 – 2011.11 M.Sc. (Equivalent) Hohai University 2011.12 – 2015.08 Ph.D. University of Oslo (NVE) 2015.07 – 2015.12 Scientist Norwegian Meteorological Institute Education 3
  • 4. 4 Hydrological and Climate Modelling Multiple modelling tools HBV, SimHYD, XAJ, WASMOD, WRF Good programming skills FORTRAN, C++ , R, Matlab, Shell script, Java Statistical analysis time series analysis and data-driven models Experience in spatial analyst softwares ArcMap Expertise
  • 5. 5 Research 1) Li, H. et al., 2014. Implementation and testing of routing algorithms in the distributed HBV model for mountainous catchments. Hydrology Research, 45(3), pp.322–333. doi: 10.2166/nh.2013.009. 2) Li, H. et al., 2015. How much can we gain with increasing model complexity with the same model concepts? Journal of Hydrology, 527, pp.858–871. doi: 10.1016/j.jhydrol.2015.05.044. 3) Li, H. et al., 2015. Integrating a glacier retreat model into a hydrological model – Case studies of three glacierised catchments in Norway and Himalayan region. Journal of Hydrology, 527, pp.656–667. doi: 10.1016/j.jhydrol.2015.05.017. 4) Li, H. et al., 2015. Water Resources under Climate Change of Himalayan Basins. Water Resources Management. doi: 10.1007/s11269-015-1194-5. 5) Li, H. et al., 2015. Stability of model performance and parameter values on two catchments facing changes in climatic conditions. Hydrological Sciences Journal, 60(7-8), pp. 1317-1330. doi: 10.1080/02626667.2014.978333.
  • 7. 7 Hydrological Model P: precipitation Q: streamflow; discharge; runof E: evapotranspiration ∆S: change in water storage  
  • 8.       8 Scheme of the HBV model Hydrological Model: HBV PE=EPOT∗T AE = PE * SM/FC/FCD
  • 9. Sub-basin Junction Channel Outlet Element-to-Element Outlet Source-to-Sink Land Outlet Grid-to-Grid Land Flow Routing (A1 & A2) A1: Implementation and testing of routing algorithms in the distributed HBV model for mountainous catchments A2: How much can we gain with increasing model complexity with the same model concepts?
  • 10. 10     Flow Routing (A1 & A2)  A1: Implementation and testing of routing algorithms in the distributed HBV model for mountainous catchments A2: How much can we gain with increasing model complexity with the same model concepts?
  • 11. 11 Flow Routing (A1 & A2) Methods: 7 model variants LWhole: lumped model SBand: semi-distributed with elevation bands GRZero: grid-based model; no routing GROne: grid-based model; hillslope routing GRTwo: grid-based model; hillslope and channel routing A1: Implementation and testing of routing algorithms in the distributed HBV model for mountainous catchments A2: How much can we gain with increasing model complexity with the same model concepts?
  • 12. 12 Monthly mean runof simulations by the five model variants. Flow Routing (A1 & A2) Results: Runof A1: Implementation and testing of routing algorithms in the distributed HBV model for mountainous catchments A2: How much can we gain with increasing model complexity with the same model concepts?
  • 13. 13 Flow Routing (A1 & A2) Conclusions The source-to-sink and channel routing do not add value in daily runof simulation. The model performance in runof simulation is improved by slope routing, particularly in the low flow. The model performance at the interior points increases with larger area. The models are similar in reproducing the internal variables, such as evaporation, snow and groundwater. A1: Implementation and testing of routing algorithms in the distributed HBV model for mountainous catchments A2: How much can we gain with increasing model complexity with the same model concepts?
  • 14.     14 Scheme of the Δh model   HBV Huss et al. 2010 Glacier Retreat (A3 & A4) A3: Integrating a glacier retreat model into a hydrological model – Case studies of three glacierised catchments in Norway and Himalayan region A4: Water Resources under Climate Change of Himalayan Basin
  • 15. 15 Glacier Retreat (A3 & A4) Study Sites (Area; Glacier; P/T) Nigardsbreen in Norway (65; 73%; 3,736/-0.5) Beas in India (3,202; 30%; 1,116/-1.0) Chamkhar Chhu in Bhutan (1,353; 15%; 1,786/1.8)
  • 16. Basin Variable Criteria Calibration Validation Nigardsbreen Q NSE 0.90 0.90 RME 4.61 5.38 M R 0.90 0.92 Chamkhar Chhu Q NSE 0.87 0.85 RME -0.02 10.32 Beas Q NSE 0.65 0.73 RME 2.07 -22.38 Model performance in three basins Glacier Retreat (A3 & A4) Results     
  • 17. 17 Annual mass balance simulation of Nigardsbreen Glacier Retreat (A3 & A4) Cal. 1991 – 2002 Val. 2003-2012 Results: Nigardsbreen
  • 19. 19 Ten-year moving average of annual temperature and precipitation of the Chamkhar Chhu Basin Glacier Retreat (A3 & A4) Results: Future Climate A3: Integrating a glacier retreat model into a hydrological model – Case studies of three glacierised catchments in Norway and Himalayan region A4: Water Resources under Climate Change of Himalayan Basin
  • 20. 20 Chamkhar Chhu Beas Water resources per capita in the future Glacier Retreat (A3 & A4) Results: Water Resources A3: Integrating a glacier retreat model into a hydrological model – Case studies of three glacierised catchments in Norway and Himalayan region A4: Water Resources under Climate Change of Himalayan Basin
  • 21. Conclusions The HBV model with Δh-model can reproduce the hydrological and glacial processes. The model with easily accessible input data can be applied in large areas for climate change. There is significant warming in the Himalayan region and the warming efects are more obvious with higher greenhouse gases emissions. There is more uncertainty in precipitation than in temperature. Population growth is roughly responsible for 40% of the decline in water availability. 21 Glacier Retreat (A3 & A4) A3: Integrating a glacier retreat model into a hydrological model – Case studies of three glacierised catchments in Norway and Himalayan region A4: Water Resources under Climate Change of Himalayan Basin
  • 23. 23 Non-stationarity (A5) Study Sites (Area; P/T) Wimmera in Australia (2000; 560/13.5) Lianshui in China (5499; 1360/17) 1997  
  • 24. 24 Non-stationarity (A5) A5: Stability of model performance and parameter values on two catchments facing changes in climatic conditions Study Sites (Area; P/T) Wimmera in Australia (2000; 560/13.5) Lianshui in China (5499; 1360/17)
  • 26. 26 Cumulative frequency of deviations of parameters calibrated on all sub-periods. The optimized parameters on the whole period are the benchmark values. All models have seven selected parameters. Non-stationarity (A5)   A5: Stability of model performance and parameter values on two catchments facing changes in climatic conditions
  • 27. 27 Non-stationarity (A5) Conclusions Stability of model performance and parameter values depends on model structure as well as the climate regime. Models with higher performance scores are more stable in changing conditions. Diferences in stability among models are larger in terms of model efficiency than in model parameter values. A5: Stability of model performance and parameter values on two catchments facing changes in climatic conditions
  • 28. 28 Ongoing … The response of the hydrological system in India to climate change WP1 Climate modelling & Hydrological Modelling WP2 Empirical statistical downscaling WP3 Field measurements WP4 Socioeconomic effects of climate change