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G.S. Karlovits, J.C. Adam, Washington State University 2010 AGU Fall Meeting, San Francisco, CA.

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Presentation on theme: "G.S. Karlovits, J.C. Adam, Washington State University 2010 AGU Fall Meeting, San Francisco, CA."— Presentation transcript:

1 G.S. Karlovits, J.C. Adam, Washington State University 2010 AGU Fall Meeting, San Francisco, CA

2 1. Climate change and uncertainty in the Pacific Northwest 2. Data, model and methods 1. Climate data 2. Design storms 3. VIC 4. Monte Carlo simulation 3. Results and uncertainty analysis

3 95th percentile (10- year moving average) 5th percentile (10-year moving average) LOWESS-smoothed 21-model ensemble averages Modeled historical (with bounds) 2045 From Mote and Salathé (2010)

4  Projections for future climate based on many assumptions  Greenhouse gas emissions scenario  Global climate model (GCM)  Downscaling of climate data  Effects of changing temperature and precipitation on hydrology uncertain as well  Effects on moisture storage (moderation or enhancement) ▪ Snowpack ▪ Soil moisture  Other sources of uncertainty in forecasting hydrology ▪ Hydrologic model structure ▪ Model calibration parameters

5  How much uncertainty is there in forecasting future runoff in the Pacific Northwest due to climate change?  What causes this uncertainty?  Can we improve our forecast for runoff in the future so planners and engineers have a tool to help prepare for climate change?

6  Find change in 2, 25, 50, 100-year 24-hour storm intensities for different emissions scenarios/GCMs  Use a hydrology model to compare future projected storm runoff to historical  Use a probabilistic method to isolate uncertainty and improve forecast

7  Storms with an average return interval of 2, 25, 50 and 100 years from extreme value distribution  Annual probability of exceedance = 0.50, 0.96, 0.98, 0.99  Historical: 92 years of data (1915-2006)  Future: 92 realizations of 2045 climate  Hybrid delta downscaling method ▪ Delta method with bias correction Historical and future data aggregated from data in Elsner et al. (2010)

8  Need to take changes in precipitation and temperature and turn them into changes in runoff Variable Infiltration Capacity Model Process-based, distributed model run at 1/2-degree resolution Sub-grid variability (soil, vegetation, elevation) handled with statistical distribution Gridded results for fluxes and states No interaction between grid cells Gao et al. (2010), Liang et al. (1994)

9  Modeling random combination for met data and hydrologic model parameters  Emissions scenario (equal probability)  GCM (weighted by hindcasting ability) ▪ GCMs with higher bias in recreating 1970-1999 PNW climate given lower selection probability  Snowpack  Soil moisture Modeled in VIC, fit to discrete normal distribution

10  For each return interval, 5000 combinations of emissions scenario, GCM, soil moisture and snowpack quantile were made  (Pseudo-)random numbers generated using the Mersenne Twister algorithm (Matsumoto and Nishimura 1998)

11 Historical 50-year storm Random selection of soil moisture and SWE Future 50-year storm Random selection of emissions scenario, GCM, soil moisture and SWE

12 Percent change, historical to future runoff due to 50-year storm Coefficient of variation for runoff for 5000 simulations of 50-year storm

13 Absolute difference in runoff due to emissions scenario (A1B – B1) (mm) Coefficient of variation due to selection of GCM (50-year storm)

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15  Runoff is projected to increase for many places in the Pacific Northwest  Largest increases related to most uncertainty  Uncertainty in emissions scenario is a factor in all future projections  Even A1FI scenario low for 21 st century  Probabilistic methods can improve forecasts and isolate uncertainties

16 Chehalis, WA Photo: Bruce Ely (AP) via http://www.darkroastedblend.com/2008/06/floods.html Contact me: Gregory Karlovits WSU gskarlov@wsu.edu Jennifer Adam WSU jcadam@wsu.edu


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