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• 51. VI_2015_005

  This distribution suggests a division of the study domain into three sectors, where the presence of cyclones in different sec- tors can be seen as being indicative of different modes of the MSLP field. The average mid- and upper-level tropospheric circulation involved in forming cyclones in the different sectors is dis- cussed in Section 6, while the impacts on surface weather conditions, associated /media/vedurstofan/utgafa/skyrslur/2015/VI_2015_005.pdf

• 52. Milly_etal-2008-Stationarity-dead-Science

  ), S. Solomon et al., Eds. (Cambridge Univ. Press, New York, 2007), pp. 1–18; www.ipcc.ch/press/index.htm. 5. IPCC, in Climate Change 2007: Climate Change Impacts, Adaptation and Vulnerability, Contribution of WG2 to AR4, M. L. Parry et al., Eds. (Cambridge Univ. Press, New York, 2007), pp. 1–16. 6. I. M. Held, B. J. Soden, J. Clim. 19, 5686 (2006). 7. T. P. Barnett, J. C. Adam, D. P. Lettenmaier /media/loftslag/Milly_etal-2008-Stationarity-dead-Science.pdf

• 53. ces_SA_group_flyer_new

  by season (%) between 1991-2007 and 1961-1990 in the Baltic countries 1 9 0 0 1 9 2 0 1 9 4 0 1 9 6 0 1 9 8 0 2 0 0 0 - 1 5 - 1 0 - 5 0 5 1 0 1 5 P r e c i p i t a t i o n a n o m a l y ( % ) R e g i o n 1 R e g i o n 2 R e g i o n 3 R e g i o n 4 F un c t ion P lo t 5 1 9 0 0 1 9 2 0 1 9 4 0 1 9 6 0 1 9 8 0 2 0 0 0 - 1 . 5 - 1 - 0 . 5 0 0 . 5 1 1 . 5 T e m p e r a t u r e a n o m /media/ces/ces_SA_group_flyer_new.pdf

• 54. Glacial outburst floods

  also Catalogue of Icelandic volcanoes. Jökulhlaups can be of various sizes, where the maximum discharge and volume of floodwater spans orders of magnitudes. The largest jökulhlaups in historic times, (e.g. outbursts from Mýrdalsjökull caused by Katla eruptions), have had a maximum discharge on the order of 100.000 m3s-1, comparable to the discharge of the Amazon river. The rate of discharge /volcanoes/volcanic-hazards/glacial-outburst/

• 55. GA_2009_91A_4_Andreassen

  forStorbreen. The equations used were: αds=0.86–0.08log10Tsum(i) (4) αss=αice+0.35exp(–0.06Tsum(i)) (5) The variables d and Tsum are dimensionless and de-fined as d=[dsd] where dsd is snow depth in m w.e.,Tsum=[Tacc] where Tacc is accumulated temperaturein °C relative to –5°C since last snowfall, and i isthe altitudinal interval. When dsd <=0 albedo is setto albedo of ice (below 1750 m a.s.l /media/ces/GA_2009_91A_4_Andreassen.pdf

• 56. Refsgaard_etal-2007-Uncertainty-EMS

  and goals to un- certainty in data and models have to be taken into account in the management process. The fundamental importance of uncertainty in water man- agement can be illustrated by EU’s Water Framework Direc- tive (WFD). The WFD is an outcome of EU environmental policy, where one of the basic principles is ‘‘to contribute to Uncertainty in the environmental m and guidanc Jens Christian /media/loftslag/Refsgaard_etal-2007-Uncertainty-EMS.pdf

• 57. Veðurstöðvar

  Veðurstöðvar Alphabetic order Regional order Simple list Aðalvík (xf) I Akrafjall (sj) O I /weather/stations/

• 58. NONAM_1st_workshop_summary_v3

  / interaction), 4) engage / active involvement and 5) partner / co-decision making. 3. Which knowledge is needed regarding climate effects and the involved uncertainties, and how do we obtain such knowledge? Knowledge is expertise, skills, what is known, facts, information and awareness or familiarity. Uncertainty can relate to framing, emission scenario, GCM, RCM, downscaling, local /media/vedurstofan/NONAM_1st_workshop_summary_v3.pdf

• 59. Henriksen_Barlebo-2008-AWM_BBN-Journ_Env_Management

  There are links to national policies in this step. H.J. Henriksen, H.C. Barlebo / Journal of Environmen This is followed by implementing measures which pose huge challenges. Reforms often mean considerable changes in established structures and roles which can raise resistance to change. Implementation is followed by monitoring and evaluation, where indicators of progress toward IWRM are examined. Tools /media/loftslag/Henriksen_Barlebo-2008-AWM_BBN-Journ_Env_Management.pdf

• 60. VI_2009_006_tt

  leads to c = h1u1 h2u2 h1 h2 : (3.2) Using the Manning equation for discharge per unit width, q, q = 1 n0 hR2=3H S 1=2 0 ; (3.3) where n0 is the Manning coefficient, h is the flow depth, RH is the hydraulic radius and S0 is mean channel slope; the relationships: u h2=3, q h5=3 and u q2=5 can 18 be derived for a wide rectangular channel for which RH h and u = q=h. Now using u1h1 = q1, u2h2 /media/vedurstofan/utgafa/skyrslur/2009/VI_2009_006_tt.pdf