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Results:

• 1. Dataseries and components

  Analysed components - IMO's research: Sulphur and salinity measurements: Precipitation: SO4-S, NO3-N, Cl, Na, Mg, K, Ca (mg/l) Precipitation: conductivity (µS/cm), quantity (mm), pH Aerosol: SO4-S, Cl, Na, Mg, K, Ca, Fe (µg/m3) Air: SO2-S (µg/m3) Heavy metals in precipitation: Pb, Cd, Cu, Zn, Cr, Ni, Fe, Mn, V, As, Al (ng/ml) Cl, NO3-N, SO4-S, Na, K, Ca, Mg, NH4-N, Br, F (µg/ml) conductivity (µS/cm /pollution-and-radiation/pollution/components/

• 2. VI_2014_001

  the index flood µi(D). For gauged sites, µi(D) is estimated by the sample mean whereas for ungauged sites, µi(D) is estimated indirectly as a function of physiographic and climatic catchment characteristics (Ci;k): bµi(D) = f (Ci;k);k = 1;n: (2) This estimation is usually performed using the power-form equation: bµi(D) = q0C q1 i;1C q2 i;2::::C qk i;k:::C qn i;n: (3) where q denotes the vector /media/vedurstofan/utgafa/skyrslur/2014/VI_2014_001.pdf

• 3. VI_2015_009

  to be indirectly estimated. This step is usually performed by assuming that µi(D) is a function of catchment characteristics (Ci;k) (not necessarily the same ones than those used in the identifica- tion of the homogeneous region): bµi(D) = f (Ci;k);k = 1;n: (2) where k denotes the kth catchment characteristic. Multiple linear regression is often used to infer the model parameters (see for instance Grover /media/vedurstofan/utgafa/skyrslur/2015/VI_2015_009.pdf

• 4. 2012-Refsgaard_etal-uncertainty_climate-change-adaptation-MITI343

  at e (C limat e models ) GC M s X X XX X X X X RCM s X X XX X X X X Initia lco n ditions / nat ura lva riabilit y X X XX X D ow ns ca lin g/ sta tis tic al co rr ec tio n X X X X X X X X X W ate r syst em impact s (H yd ro -e co lo gi ca lm o de ls) X X X X X XX X X X X X X X X X Socio -econo m ic imp act s (So ci o- ec on om ic to ol s) X X X X X X X X X XX X X X A da pt ati on m ea su re s X X X X /media/loftslag/2012-Refsgaard_etal-uncertainty_climate-change-adaptation-MITI343.pdf

• 5. VI_2015_007

  for ungauged target sites, µi(D) needs to be indirectly estimated (e.g. Brath et al., 2001; Bocchiola et al., 2003). This step is often performed by assuming that µi(D) is a function of catchment characteristics (Ci;k) (not necessarily the same ones than those used in the identification of the homogeneous region): 11 bµi(D) = f (Ci;k);k = 1;n: (2) where k denotes the kth catchment characteristic /media/vedurstofan/utgafa/skyrslur/2015/VI_2015_007.pdf

• 6. VanderKeur_etal-2008-Uncertainty_IWRM-WARM

  cia l sy ste m ): th re e m ai n gr ou ps o fthreat s ar e at th e scene : cl im at e, so ci o -e co n o m ic s an d gover nanc e 1: M ai nl y ep ist em ic pl us som e onto logi ca l 2:S cenari o Pa rti ci pa to ry pr oc es s (PP ) imp ortan tt o de al w ith un certaint y Pa rti cip at o ry pr o ce ss (PP )im po rta n tt o de al w ith u n ce rta in ty : Pa rti ci pa to ry go al se tti ng :c o n /media/loftslag/VanderKeur_etal-2008-Uncertainty_IWRM-WARM.pdf

• 7. VI_2009_012

  Distance corrected PGV. ......................... 14  Figure 3. Corrected magnitudes, Mw(v) plotted against log distance.. .................................. 17  Figure 4. Magnitude estimates as a function of Ci. ................................................................ 18  Figure 5. Observed/predicted PGV residuals for each station. .............................................. 20  Figure 6 /media/vedurstofan/utgafa/skyrslur/2009/VI_2009_012.pdf

• 8. PhD_course-Programme_26Aug2011-final

  Journal of Social Issues, 56, 407-424. Von Korff Y, d'Aquino P, Daniell KA, Bijlsma R (2010) Designing participation processes for water management and beyond. Ecology and Society 15(3): 1. http://www.ecologyandsociety.org/vol15/iss3/art1/ Samuelson CD (1993). A multiattribute evaluation approach to structural change in resource dilemmas. Organizational Behavior and Human Decision Processes /media/vedurstofan/PhD_course-Programme_26Aug2011-final.pdf

• 9. VI_2013_008

  /media/vedurstofan/utgafa/skyrslur/2013/VI_2013_008.pdf

• 10. 2010_003rs

  ). ............................................................................................................. 84 Table A.5. Fault parameters for mapped fault segments on the Holt fault (J-17) and the Kvíarholt fault (box O). .............................................................................. 85 xv Abbreviations CD Characteristic depth CFS Coulomb failure stress CMT Centroid moment tensor d /media/vedurstofan/utgafa/skyrslur/2010/2010_003rs.pdf