Tailored scenarios for streamflow climate change impacts based on the perturbation of precipitation and evapotranspiration Victor Ntegeka, Patrick Willems KU Leuven, Hydraulics section Pierre Baguis, Emmanuel Roulin Royal Meteorological Institute of Belgium Research problem When studying the hydrological impacts of climate change: The number of available climate change simulations grows Ensemble of climate model outputs GCMs: CMIP3 (SRES based) Belgium, 2005 ‐ 2010: CMIP3 (SRES) based: • 44 runs with 21 global climate models • 57 runs with 10 regional climate models (PRUDENCE, ENSEMBLES) European RCMs: PRUDENCE, ENSEMBLES Results for Belgium Ensemble of climate model outputs GCMs: CMIP5 (RCP based) Belgium, 2015: CMIP5 (RCP) based: • >200 runs with 34 global climate models • 22 runs with regional climate models (EURO‐CORDEX) • Few runs with local area models (ALARO, CCLM, 3‐4km resolution) European RCMs: CORDEX Belgian LAMs Research problem The number of available climate change simulations grows Need to develop few synthesized scenarios Research hypothesis: these synthesized scenarios depend on the specific (type of) impact application Tailored climate scenarios (impact-centric scenarios instead of climate-centric scenarios) Proposed tailoring process Step 1: Obtain climate change signals from all available climate model runs Climate change signals >200 GCMs CMIP5 (RCP based) for Belgium: change for 100 years (2000 -> 2100): Change in mean monthly rainfall: % Climate change signals >200 GCMs CMIP5 (RCP based) for Belgium: change for 100 years (2000 -> 2100): Change in mean monthly rainfall: % Climate change signals >200 GCMs CMIP5 (RCP based) for Belgium: change for 100 years (2000 -> 2100): Change in wet day frequency (per month): % Climate change signals >200 GCMs CMIP5 (RCP based) for Belgium: change for 100 years (2000 -> 2100): Change in extreme rainfall quantiles: Climate change signals 30 RCMs for Belgium: change for 100 years (2000 -> 2100): Change in extreme rainfall quantiles: GPD extreme value distribution calibration: Direct forcing approach Bias correction Historical series GCM today RCM today Historical series Correction factors Rainfall-runoff model today Climate change impact = control run scenario scenario climate change scenario = scenario run Climate system Hydrological system “Delta approach” or perturbation approach or MOS approach GCM RCM Rainfall-runoff model today today = control run scenario scenario Perturbation factors Historical series today Historical series + perturbation climate change scenario = scenario run Climate system Hydrological system Model Output Statistics (MOS) Perturbation = Change e.g. Perturbation factors / Change factors / Climate factors Climate change impact Quantile perturbation method Combined spatial and temporal downscaling and bias correction Water system response forcing Water system Change factors depend on: Temporal & spatial scale Return period Time of the year (month, season) … for: Rainfall intensity Rain storm frequency Dry spell duration … Ntegeka, V., Baguis, P., Roulin, E., Willems, P. (2014), ‘Developing tailored climate change scenarios for hydrological impact assessments’, Journal of Hydrology, 508C, 307-321 Climate perturbation tool • • • • Perturbs historical series to high/mean/low climate scenarios Time scales: daily, hourly, 10-minutes Based on quantile perturbations: o change in rain storm frequency and rain storm intensity o dependent on return period and season Time horizons till 2030, 2050, …, 2100 Wet day frequency perturbation Wet day intensity perturbation Combined perturbation Daily Hourly 10min Time series Month i Month i Month i Time series Ntegeka, V., Baguis, P., Roulin, E., Willems, P. (2014), ‘Developing tailored climate change scenarios for hydrological impact assessments’, Journal of Hydrology, 508C, 307-321 Result for selected catchment Molenbeek catchment (Erpe-Mere, Belgium): Example: Impacts on hourly river peak flows vs. return period: high Winter Perturbation [-] 1.8 Individual RCM based scenarios 1.4 1 low 0.6 EM WH initial WH tailored WL initial WL tailored RCMs 0.2 1 10 Return period [years] Ntegeka, V., Baguis, P., Roulin, E., Willems, P. (2014), ‘Developing tailored climate change scenarios for hydrological impact assessments’, Journal of Hydrology, 508C, 307-321 100 Proposed tailoring process Step 2: Check the hydrological impacts of the climate change signals from selected climate model simulations (based on a simplified (computationally less expensive) impact model) “Back-tracking” of extreme flows from driving scenarios : which meteorological input combinations give the highestmean-lowest hydrological impacts ? Proposed tailoring process Step 3: Inter-seasonal tracing of rainfall changes, but also of rainfall – T/ETo changes High – river flood scenario? Winter Summer High R and High ETo 14 1.4 Rainfall perturbation [-] Rainfall perturbation [-] High R and Low ETo 15 6 1.2 10 13 1 18 5 22 20 74 1 21 Low R and Low ETo 0.8 1.2 ETo perturbation [-] High R and Low ETo High R and High ETo 25 6 4 7 0.8 13 10 22 5 15 1 21 20 0.6 14 18 25 Low R and Low ETo Low R and High ETo 1 1 1.4 1. Low R and High ETo 0.4 0.8 1 1.2 ETo perturbation [-] 1.4 Proposed tailoring process Step 3: Inter-seasonal tracing of rainfall changes, but also of rainfall – T/ETo changes High – sewer flood scenario? Winter High R and High ETo Rainfall perturbation [-] Rainfall perturbation [-] High R and Low ETo Summer 1.4 1.2 11 10 12 7 9 23 8 1 High R and Low ETo High R and High ETo 23 11 79 0.8 10 8 12 0.6 Low R and Low ETo 1 Low R and Low ETo 0.8 Low R and High ETo Low R and High ETo 1 1.2 ETo perturbation [-] 1.4 0.4 1.6 0.8 1 1.2 ETo perturbation [-] 1.4 Proposed tailoring process Step 4: Obtain tailored scenarios for studying impacts Our focus: impacts on hydrological extremes (high & low flows rivers & urban drainage): 4 tailored scenarios considered: • HW (High/wet Winter): high river flood scenario • HS (High/conv. Summer): high sewer flood scenario • LS (Low/dry Summer): extreme low flow scenario • EM: Ensemble Mean/mild scenario Result for selected catchment Molenbeek catchment (Erpe-Mere, Belgium): Example: Impacts on hourly river peak flows vs. return period: Winter high Perturbation [-] 1.8 Individual RCM based scenarios 1.4 1 low 0.6 EM WH initial WH tailored WL initial WL tailored RCMs 0.2 1 10 Return period [years] Ntegeka, V., Baguis, P., Roulin, E., Willems, P. (2014), ‘Developing tailored climate change scenarios for hydrological impact assessments’, Journal of Hydrology, 508C, 307-321 100 Statistical downscaling GCMs Large ensemble: CMIP5 RCMs Reduced ensemble: EURO-CORDEX LAMs Statistical downscaling incl. bias correction local impact models Climate change signals : fine vs. coarse resolution climate models? CCLM model runs: Van Lipzig et al. (2015) KU Leuven Conclusions We moved from climate-centric scenarios to impactcentric scenarios: • development of few synthesized scenarios that reveals full uncertainty range (available climate model runs) • based on careful examination of inter-seasonal P-T/ETo changes and “back-tracing” of impact results: design climate scenarios that facilitates specific type of impact studies (hydrological extremes in our case) More info… Ntegeka, V., Baguis, P., Roulin, E., Willems, P. (2014), ‘Developing tailored climate change scenarios for hydrological impact assessments’, Journal of Hydrology, 508C, 307-321 Willems, P., Arnbjerg-Nielsen, K., Olsson, J., Nguyen, V.T.V. (2012), ‘Climate change impact assessment on urban rainfall extremes and urban drainage: methods and shortcomings’, Atmospheric Research, 103, 106-118 Willems, P. (2013). ‘Revision of urban drainage design rules after assessment of climate change impacts on precipitation extremes at Uccle, Belgium’, Journal of Hydrology, 496, 166–177 Willems P., Vrac M. (2011), ‘Statistical precipitation downscaling for small-scale hydrological impact investigations of climate change’, Journal of Hydrology, 402, 193– 205 Tabari, H., Taye, M.T., De Troch, R., Termonia, P., Saeed, S., Brisson, E., Van Lipzig, N., Willems, P. (2015), ‘Local impact analysis of climate change on precipitation extremes: Are high-resolution climate models needed for realistic simulations?’, In preparation [email protected]
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