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  • 61. 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/
  • 62. Hydropower, Hydrology

    Førland, E.J., Roald, L.A. (2008). Climate change impacts on hydrological processes in Norway based on two methods for transferring regional climate model results to meteorlogical station sites. Tellus Series A: Dynamic Meteorology and Oceanograph, 60, 439-450 (pdf). Jónsdóttir, J. F. (2008). A runoff map based on numerically simulated precipitation and a projection of future runoff in Iceland /ces/publications/nr/1938
  • 63. AnneFleig_May2010_CES

    c h I n s t i t u t e , D e n m a r k CES conference, Oslo, Norway, 31 May - 2 June 2010 -6 -4 -2 0 2 4 5 0 5 2 5 4 8 9 10 11 12 5 4 . 5 5 5 . 0 D a t a s o u r c e : C e n t r e f o r E c o l o g y a n d H y d r o l o g y , U K D a t a s o u r c e I n s t i t u t e , D e n m a r k • 37 British and 22 Danish stations; • natural or naturalized daily streamflow data /media/ces/AnneFleig_May2010_CES.pdf
  • 64. Cradden_Lucy_CES_2010

    Capacity (A) F r e q u e n c y control future +0.4std dev (as % of mean) -0.68max -8.32min -1.74mean % change June 2010 15 Time series 450 500 550 600 650 700 Hour C a p a c i t y ( A ) Typical year of control period Seasonal average rating Calculated capacity 450 500 550 600 650 700 Hour C a p a c i t y ( A ) Typical year under future scenario Calculated capacity Seasonal average /media/ces/Cradden_Lucy_CES_2010.pdf
  • 65. Linnet_Ulfar_CES_2010

    2015, 2025, 2035 and 2050 North (Blanda) East (Karahnjukar) South (Thorisvatn) Change in average inflow to the main storage reservoirs Watershed A v e r a g e i n f l o w [ m 3 / s ] 0 2 0 4 0 6 0 8 0 1 0 0 1 2 0 Last 50 years Last 20 years Last 15 years Last 10 years Last 5 years Temperature corrected Transformation of climate measurements •Change in temperature • 0.75 °C/100y 1950-1975 • 1.55 /media/ces/Linnet_Ulfar_CES_2010.pdf
  • 66. Gudmundsson-etal-2011-PR-7282-26519-1-PB

    Surface 110, F04001, doi: 10.1029/2005 JF000289. Adalgeirsdo´ttir G., Jo´hannesson T., Bjo¨rnsson H., Pa´lsson F. & Sigurdsson O. 2006. Response of Hofsjo¨kull and southern S. Gudmundsson et al. Mass balance of three ice caps in southern Iceland Citation: Polar Research 2011, 30, 7282, DOI: 10.3402/polar.v30i0.7282 9 (page number not for citation purpose) Vatnajo¨kull, Iceland, to climate change /media/ces/Gudmundsson-etal-2011-PR-7282-26519-1-PB.pdf
  • 67. Sigurður Th. Rögnvaldsson

    Þorkelsson og Margrét Ásgeirsdóttir 1998. Skjálftahrina í Ölfusi í nóvember 1998. Greinargerð Veðurstofu Íslands VÍ-G98046-JA09. Veðurstofa Íslands, Reykjavík. Sigurður Th. Rögnvaldsson, Kristín S. Vogfjörð og R. Slunga 1999. Kortlagning brotflata á Hengilssvæði með smáskjálftum. Rit Veðurstofu Íslands VÍ-R99002-JA01. Angelier, J., Sigurður Th. Rögnvaldsson, F. Bergerat, Ágúst Guðmundsson, Steinunn S /earthquakes-and-volcanism/conferences/jsr-2009/sigurdur/
  • 68. Sigurður Th. Rögnvaldsson

    Þorkelsson og Margrét Ásgeirsdóttir 1998. Skjálftahrina í Ölfusi í nóvember 1998. Greinargerð Veðurstofu Íslands VÍ-G98046-JA09. Veðurstofa Íslands, Reykjavík. Sigurður Th. Rögnvaldsson, Kristín S. Vogfjörð og R. Slunga 1999. Kortlagning brotflata á Hengilssvæði með smáskjálftum. Rit Veðurstofu Íslands VÍ-R99002-JA01. Angelier, J., Sigurður Th. Rögnvaldsson, F. Bergerat, Ágúst Guðmundsson, Steinunn S /earthquakes-and-volcanism/conferences/jsr-2009/sigurdur
  • 69. VI2010-006_web

  • 70. 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

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