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Results:

• 11. Refsgaard_etal-2007-Uncertainty-EMS

  and possibly the stake- holders at different phases of the modelling project. Many QA guidelines exist such as Middlemis (2000) and Van Waveren et al. (1999). The HarmoniQuA project (Schol- ten et al., 2007; Refsgaard et al., 2005a) has developed a com- prehensive set of QA guidelines for multiple modelling domains combined with a supporting software tool, MoST (downloadable via http /media/loftslag/Refsgaard_etal-2007-Uncertainty-EMS.pdf

• 12. VI_2014_001

  to the estimated ones derived with the IFM. The GEV distribution was also fitted directly to the simulations made with WaSiM-ETH at gauged sites vhm19, vhm38, vhm51 and vhm52 for comparison with the reference quantiles derived from observations. 13 Figure 2. Method flow chart. Daily (D = 24h) AMF series simulated with WaSiM-ETH at all defined sites within a given catchment were extracted /media/vedurstofan/utgafa/skyrslur/2014/VI_2014_001.pdf

• 13. vanRoosmalen_etal-2009-WRR_2007WR006760

  with 20% and 2% for the HIRHAM experiments using HadAM3H and with 30% and 7% for the ECHAM- driven experiments for Middle Europe and Scandinavia, respectively. [18] RCM output is not available for the entire period 1961–2100 because transient RCM simulations are com- putationally very demanding. Instead two 30-year time slices are available; one representative for the climate in the period 1961–1990 /media/loftslag/vanRoosmalen_etal-2009-WRR_2007WR006760.pdf

• 14. VI_2014_005

  in an overall cold bias, compared with station measurements. To test, whether this is due to the HARMONIE model core or the external surface scheme, biases of 2-m temperature from SURFEX are com- pared with biases of temperature projected from the lowest two model levels to 2 mAGL. It is found that the negative temperature biases are due to shallow inversion layers near the ground, which are introduced /media/vedurstofan/utgafa/skyrslur/2014/VI_2014_005.pdf

• 15. Henriksen_Barlebo-2008-AWM_BBN-Journ_Env_Management

  improving management policies and practices by learning from the outcomes of implemented management strategies. Partici- patory integrated assessment is here a form of problem structuring for identification of gaps, ambiguity and multiple frames, confrontation, and integration of the most divergent views with respect to a given problem situation. Additional methods and tools that AM require com /media/loftslag/Henriksen_Barlebo-2008-AWM_BBN-Journ_Env_Management.pdf

• 16. Journal_of_Hydrology_Veijalainen_etal

  ; fax: +358 20 490 2590. E-mail address: Noora.Veijalainen@ymparisto.fi (N. Veijalainen). Journal of Hydrology 391 (2010) 333–350 Contents lists available at ScienceDirect Journal of Hydrology journal homepage: www.elsevier .com/ locate / jhydrol Author's personal copy narios from GCMs or RCMs, and with different emission scenarios (e.g. Menzel et al., 2006; Minville et al., 2008; Prudhomme and Da /media/ces/Journal_of_Hydrology_Veijalainen_etal.pdf

• 17. VI_2020_005

  /media/vedurstofan-utgafa-2020/VI_2020_005.pdf

• 18. Adalgeirsdottir-etal-tc-5-961-2011

  were carried out to obtain the flow and sliding parameters for Hoffellsjökull that resulted in a good simulation of the observed 20th century evolution of the glacier geometry. The obtained values for the rate factor and the sliding parameter are A= 4.6× 10−15 s−1 kPa−3 and C = 10× 10−15 m a−1 Pa−3, respectively. The ice divide is kept at a fixed location in the model com- putations presented here /media/ces/Adalgeirsdottir-etal-tc-5-961-2011.pdf

• 19. GA_2009_91A_4_Andreassen

  the principalmethods have not changed much over the years, theamount of field work has varied. In the first 15 yearsthe monitoring programme at Storbreen was com-prehensive, often three or more snow density pits were dug, snow depth was measured at about 600points and ablation was measured on 30 stakes evenly distri uted on the glacier (Liestøl 1967).Based on experience of the snow pattern, the ob- servations /media/ces/GA_2009_91A_4_Andreassen.pdf

• 20. VI_2015_007

  WaSiM can also be used to define qR(D;T ). Once µi(D) and qR(D;T ) are known for D = 0, the IFM can be developed to infer instantaneous flood quantiles at sites located in ungauged catchments, as described in Section 3.1. Figure 3. WaSiM-based IFM flow chart. Daily (D = 24h) AMF series simulated with WaSiM at specific sites within a given gauged catchment are extracted (a). A Flood- Duration /media/vedurstofan/utgafa/skyrslur/2015/VI_2015_007.pdf