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Results:

• 51. VI_2020_004

  49 Probabilistic hazard map for a load ≥1000 kg/m2 (Öræfajökull) ............................ 78 Figure 50 Seasonal analysis for 1 kg/m2 (~1mm) tephra ground load (Öræfajökull). ............ 79 Figure 51 Seasonal analysis for 10 kg/m2 (~1 cm) tephra ground load (Öræfajökull). ........... 80 Figure 52 Impact map for roads in case of an eruption like 1362 at Öræfajökull ................... 81 /media/vedurstofan-utgafa-2020/VI_2020_004.pdf

• 52. VI_2013_008

  J A 0 100 200 30020 0 60 0 100 0 Days since Sept. 1st Q (m ^3 /s) Obs Pred−nearest Pred−weight Method 4 T+2: RMSE−nearest= 69.6 RMSE−weight= 44.5 S O N D J F M A M J J A Figure 7. Observed and predicted daily discharges at vhm 64 for a forecast range (T) of 2 days and water-year 2004–2005, using methods 1 to 4 with rescaling. The 80%, 90% and 95% pre- diction intervals are represented by grey /media/vedurstofan/utgafa/skyrslur/2013/VI_2013_008.pdf

• 53. VI_2014_006

  the com- plexity of the hydrological processes through modelling, but its application is usually limited to the short-range. Although the results demonstrated a great potential for this method, its success- ful application in real-time will strongly depend on the quality and availability of streamflow observations, which can be poor or simply missing during periods of variable durations, e.g /media/vedurstofan/utgafa/skyrslur/2014/VI_2014_006.pdf