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Assessing the impacts of climate change on Atbara flows using bias-corrected GCM scenarios SIGMED and MEDFRIEND International Scientific Workshop Relations man / environment and sediment transport: a spatial approach Algeria 7&8 June 2011 Mohamed Elshamy Outline 1. Uncertainty Cascade 2. The Nile Basin & Previous CC studies 3. Study Area & Methodology 4. Results 5. Conclusions Uncertainty Cascade Emissions Concentrations Observations Radiative Forcing Global Climate Models Regional Details (Downscaling) Impact Models (e.g. Hydrology) The Nile Basin 35 30 Large area (2.9 x 106 km2) Low specific discharge Spans several climate regions Variable topography High runoff variability High Sensitivity to Climate Cairo EGYPT LIBYA 25 Aswan 20 Dongola Atbara CHAD Mogren Gabal Awlia 15 Khashm El-Girba Sennar SUDAN ERITRIA Khartoum Roseires Diem 10 Malakal Hillet Doleib LakeNo CENTRAL ETHIOPIA AFRICAN REP. Mongalla 5 Paara UGANDA Pakwach Masindi D.R. CONGO KENYA Jinja 0 RWANDA BURUNDI TANZANIA -5 20 25 30 35 40 Previous Studies (1) Lake Nasser Flood & Drought Control Project (2008) 120 100 Total Annual Flow (BCM) – 6 Transient scenarios (3 GCMs x 2 Emission Scenarios) – Statistically downscaled using a spatio-temporal weather generator – Changes at Dongola from 2010-2100 80 60 40 20 HadCM3 A2 CGCM2 A2 ECHAM4 A2 OBS Base HadCM3 B2 CGCM2 B2 ECHAM4 B2 0 Base 2010s 2020s 2030s 2040s 2050s 2060s 2070s 2080s 2090s Elshamy, M.E., Sayed, M.A.-A. and Badwy, B., 2009. Impacts of climate change on Nile flows at Dongola using statistically downscaled GCM scenarios. Nile Water Science & Engineering Magazine 2: 1-14 Previous Studies (2) Elshamy et al. (2009) 20 18 Ensemble Mean 2081-98 Observed 1961-90 16 Flow (BCM) – 17 GCMs x A1B scenario – Statistically downscaled using Bias Correction Method – Blue Nile Flow Changes: -60% to +45% 22 14 12 10 8 6 4 2 0 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Elshamy, M.E., Seierstad, I.A. and Sorteberg, A., 2009. Impacts of climate change on Blue Nile flows using bias-corrected GCM scenarios. Hydrol. Earth Syst. Sci., 13(5): 551-565. The Atbara Basin Climate: Semi-Arid/Arid Area:200 000 km2 Mean Rainfall: 500 mm/yr Mean PET: 1730 mm/yr Mean Flow: 8.5 BCM/yr (1961-1990) Very Sensitive to Climate The Atbara Basin Sensitivity to Climate 200 Atbara 150 Kagera 100 100 80 50 60 0 -40 -30 -20 Flow Change % Flow Change % Gilgel Abbay -10 0 -50 -40 -100 -30 10 20 40 20 Preciptation Change % 40 PET Change % 0 -20 -10 -20 -150 -40 -200 30 -60 -80 -100 0 10 20 30 40 Methodology Coarse Daily GCM Rainfall Bias Correction Downscaling Fine-Scale Daily Rainfall Hydrological Model Flow at Atbara 17 GCMs x 1 Scenario Compatible PET Scenarios Bias Correction Downscaling Bias correction for downscaling rainfall (based on fitting the gamma distribution to daily rainfall) Simple bias correction for PET (ratio) NFS & HBV for hydrological modeling An ensemble approach (17 GCMs – A1B) Baseline 1961-90, Future 2081-2098, Daily rainfall data & Monthly PET data Nile Forecast System (NFS) Satellite Images Rain gauge Data Rainfall Estimation Models Water Balance Rainfall Estimates Hill Slope Routing Hydrological Models Swamp Lake Simulation and Extended Stream Flow Prediction (ESP) Historical Climate GIS HBV Hydrological Model From soil moisture routine dUZ Precipitation on lakes P Lake evaporation UPPER ZONE EA=EPOT UZ Water balance equation, upper zone: KUZ1 Q11 d UZ = dUZ - PERC - Q11 - Q10 UZ1 KUZ Q10 Lake area in % (LA) PERC Water balance equation, lower zone: LOWER ZONE d LZ = PERC + (P – EPOT)*LA/100 - Q2 LZ KLZ Runoff, Q Q2 PARAMETERS IN THE RESPONSE FUNCTION : LZ KLZ KUZ KUZ1 : Water level, lower zone : Time constant, lower zone, 1/t : Time constant, upper zone, 1/t : Time constant, upper zone, 1/t UZ UZ1 : Water level, upper zone : Threshold for quick flow, mm PERC : Percolation to lower zone, mm/day RUNOFF COMPONENTS : Q = Q10 + Q11 + Q2 Q10 = MIN (UZ, UZ1)*KUZ Q11 = MAX (0, (UZ - UZ1)*KUZ1)) Q2 = KLZ*LZ Monthly NSE = 0.69 & 0.83 for NFS & HBV respectively Jan-1990 Jan-1989 Jan-1988 Jan-1987 Jan-1986 Jan-1985 Jan-1984 Jan-1983 NFS Jan-1982 Jan-1981 Jan-1980 OBS Jan-1979 Jan-1978 Jan-1977 7.0 Jan-1976 Jan-1975 Jan-1974 Jan-1973 Jan-1972 Jan-1971 Jan-1970 Jan-1969 Jan-1968 Jan-1967 Jan-1966 Jan-1965 Jan-1964 Jan-1963 Jan-1962 Jan-1961 Monthly Flow (BCM/mon) Model Performance 8.0 HBV 6.0 5.0 4.0 3.0 2.0 1.0 0.0 The GLUE Framework • GLUE: Generalized Likelihood Uncertainty Estimation • GLUE rejects the concept of a single optimal model and parameter set • Assumes all model structures and parameter sets have a likelihood of being accepted • Likelyhood depends performance as measured by a selected criteria Results: Rainfall Changes 220 200 Rainfall (mm/month) 180 Mean Mean 2081-98 1961-1990 Mean OBS 1961-90 160 140 120 100 80 60 40 20 0 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Results: PET Changes 310 Temperature (°K) 305 300 295 290 285 Mean Mean1961-1990 2081-98 OBS Mean 1961-90 280 Jan Feb Mar Apr May Jun Jul Aug Sep Sep Oct Oct Nov Nov Dec Dec Results: Flow Changes - NFS 7 Mean Mean Monthly Flow (BCM) 6 Median Max 5 Min OBS 4 3 2 1 0 Jan Feb Mar Apr May Jun Jul Aug Sep Sep Oct Oct Nov Nov Dec Dec Results: Flow Changes - HBV 7 Mean Monthly Flow (BCM) 6 5 4 3 2 1 0 Jan Feb Mar Apr May Jun Jul Aug Sep Sep Oct Oct Nov Nov Dec Dec Conclusions • GCMs agree on Temperature rise (2-5.3 °C) leading to 3-17% increase in PET • GCMs disagree on precipitation changes (-36% to +39%) • High Sensitivity of Basin leads to extreme flow change ranges: -76% to +97% from both NFS & HBV • Ensemble mean flow is reduced by 25% & 6% for NFS & HBV respectively • Hydrological models add another uncertainty • GLUE provides a framework to propagate the uncertainty from scenarios to impacts • Probabilities are now attached to the uncertainty bounds • Small sample size lead to small difference between GLUE bounds and max/min bounds