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Results:

• 51. Refsgaard_etal-2007-Uncertainty-EMS

  on the quantity at hand (strengths and weaknesses in Box 1. The error propagation equation The error propagation equations for the most common operators are (s is the standard deviation): Addition and Subtraction: z ¼ x þ yþ/ or z ¼ x  y/ sz ¼ ffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffi s2x  þ  s2y  þ/ r Multiplication by an exact number: z /media/loftslag/Refsgaard_etal-2007-Uncertainty-EMS.pdf

• 52. Kok_2-scenarios-lecture-2

  research VIII. Resources: extensive vs limited IX. Institutional conditions: open vs constrained C Scenario content - complex vs simple: X. Temporal nature: chain vs snapshot XI. Variables: heterogeneous vs homogenous XII. Dynamics: peripheral vs trend XIII. Level of deviation: alternative vs conventional XIV. Level of integration: high vs low Scenarios - types EXAMPLE 1 – EXPLORATORY SCENARIOS /media/loftslag/Kok_2-scenarios-lecture-2.pdf

• 53. VI_2009_013

  is based on Moho reflections from the location marked by the X (Vogfjörd et al., 2002). 11 Figure 2. Upper: Cumulative number of earthquakes in and near to Eyjafjallajökull. Lower: Magnitude distribution (local moment magnitude scale, Mlw). 1.2 Seismic activity and deformation of the volcano The number of detected earthquakes in Eyjafjallajökull has risen substantially since /media/vedurstofan/utgafa/skyrslur/2009/VI_2009_013.pdf

• 54. ces_geus_paakitsoq_full_report

  was derived from observations in the area of Swiss Camp (h is the surface elevation in m a.s.l): τcl = 1.0 − 0.78n 2 exp(−0.00085h) (3) 3.2 Validation Procedure Implemented in the mass balance model is the comparison of the RCM-data (= the model input) to observations from weather stations on the ground. The observations are compared to the values of the RCM grid-cells they are located in. Before /media/ces/ces_geus_paakitsoq_full_report.pdf

• 55. Gradual fading of seismic activity at Bárðarbunga and the dyke intrusion

  with the general observation of a slowly fading activity in almost all other data sets. Inter-event waiting time For the Bárðarbunga caldera, inter-event waiting time for earthquakes equal to or larger than M5 has been plotted* during the four months period from the onset of events until 15 Dec 2014. On the y-axis, waiting time is given in hours. The x-axis shows the relevant earthquakes /earthquakes-and-volcanism/articles/nr/3039

• 56. VanderKeur_etal-2008-Uncertainty_IWRM-WARM

  Identification of Major Sources of Uncertainty in Current IWRM Practice. Illustrated for the Rhine Basin P. van der Keur & H. J. Henriksen & J. C. Refsgaard & M. Brugnach & C. Pahl-Wostl & A. Dewulf & H. Buiteveld Received: 13 December 2006 / Accepted: 10 January 2008 # Springer Science + Business Media B.V. 2008 Abstract Integrated Water Resources Management (IWRM) can be viewed as a complex /media/loftslag/VanderKeur_etal-2008-Uncertainty_IWRM-WARM.pdf

• 57. Gudmundsson-etal-2011-PR-7282-26519-1-PB

  Eyjafjallajo¨kull (E), Tindfjallajo¨kull (Ti), Torfajo¨kull (To) and My´rdalsjo¨kull (M) ice caps. The Gı´gjo¨kull outlet glacier (G) of Eyjafjallajo¨kull is also indicated. The inset map of Iceland shows the location of the study area as well as Langjo¨kull (L), Hofsjo¨kull (H) and Vatnajo¨kull (Va) ice caps and these weather stations: Vı´k (V) in My´rdalur (15 m a.s.l., ca. 30 km south-east /media/ces/Gudmundsson-etal-2011-PR-7282-26519-1-PB.pdf

• 58. Observations - Bakkagerði

  Observations - Bakkagerði | Observations | Icelandic Meteorological office Observations - Bakkagerði Mon 1.05 13 GMT 2.8° ? Precip.: 0.0 mm / 1 h 12 GMT 1.9° ? Precip.: 0.2 mm / 1 h 11 GMT 1.3° ? Precip.: 0.1 mm / 1 h 10 GMT 1.7° ? Precip.: 0.1 mm / 1 h 09 GMT 1.0° ? Precip.: 0.1 mm / 1 /m/observations/areas

• 59. ces-oslo2010_proceedings

  Resources and Energy Directorate Edited by: Heidi H. Pikkarainen Print: Norwegian Water Resources and Energy Directorate Number printed: 130 Cover design: Rune Stubrud Prepared for: The CES project Norwegian Water Resources and Energy Directorate Middelthunsgate 29 P.O. Box 5091 Majorstua N-0301 OSLO NORWAY Telephone: +47 22 95 95 95 Fax: +47 22 95 90 00 /media/ces/ces-oslo2010_proceedings.pdf

• 60. 2010_017

  ) storage coefficient of interflow ki; (3) drainage density d; (4) the fraction of surface runoff from snowmelt; and (5) the recession constant krec for the decreasing saturated hydraulic conductivity with increasing depth. For the groundwater flow, adjusted parameters (6–7) are the hydraulic conductivity in the X and Y direction. The hydraulic conductivity is adjusted in distributed grids unlike /media/ces/2010_017.pdf