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Results:

• 21. VI_2015_009

  )=(θ0) + (θ1)(AP) Rel. RMSE= 1 NS= 0.89 MAE= 71 l l l l l l l ll ll 0 500 1500 2500 0 50 0 150 0 250 0 Pred. (m³/s) R ef . (m ³/s ) µ(D)=(θ0) + (θ1)(AP Z) Rel. RMSE= 1.2 NS= −0.095 MAE= 161 l l l l l l l ll l ll 0 400 800 1200 0 50 0 100 0 150 0 Pred. (m³/s) R ef . (m ³/s ) µ(D)=(θ0) + (θ1)(AP L) Rel. RMSE= 0.95 NS= 0.71 MAE= 138 l l l l l l l ll l ll 0 400 800 1200 0 50 0 100 0 150 0 Pred. (m³/s /media/vedurstofan/utgafa/skyrslur/2015/VI_2015_009.pdf

• 22. Journal_of_Hydrology_Veijalainen_etal

  /media/ces/Journal_of_Hydrology_Veijalainen_etal.pdf

• 23. VI_2009_006_tt

  max Qm Qb Vm Vm Vb (m3 s 1) (m3 s 1) (Gl) (Gl) 1968 09 110 1971 07 658 532 450 230 1973 12 238 191 151 72 1975 09 307 210 172 53 1977 08 545 390 277 134 1980 01 444 351 214 121 1981 08 472 250 360 110 1983 09 222 138 177 99 1986 07 418 275 242 102 1988 08 394 301 188 106 1990 10 129 101 129 75 1994 08 968 726 330 162 1996 08 672 521 249 147 1997 07 335 169 197 60 1998 09 292 149 323 116 2000 08 /media/vedurstofan/utgafa/skyrslur/2009/VI_2009_006_tt.pdf

• 24. VI_2020_004

  /media/vedurstofan-utgafa-2020/VI_2020_004.pdf

• 25. ces-oslo2010_proceedings

  /media/ces/ces-oslo2010_proceedings.pdf