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  • 1. Hare_2-participation

    aceptance of solution Creating conditions for implementation of solution Implementation of solution Monitoring & Evaluation Knowledge elicitation; system identification Poor functioning system Well functioning system 5 Lectures – Creating awareness Forum 1 15.9.04 Forum 2 3.11.04 6 Cognitive mapping Knowledge Elicitation Forum 1 15.9.04 Forum 2 3.11.04 Interviews Jan/Feb 05 7 Forum 1 /media/loftslag/Hare_2-participation.pdf
  • 2. 2011_005

    150 Reykjavík Sigurður Fjalar Sigurðarson, Icelandic Met Office Matthew J. Roberts, Icelandic Met Office Benedikt G. Ófeigsson, Icelandic Met Office Einar Kjartansson, Icelandic Met Office Hjörleifur Sveinbjörnsson, Icelandic Met Office Þorgils Ingvarsson, Icelandic Met Office 4 5 Contents 1 Introduction /media/vedurstofan/utgafa/skyrslur/2011/2011_005.pdf
  • 3. Bardarbunga_lokad_haetta_2015_02_13-Enska_prentutg

    Ágúst Gunnar Gylfason, RLS-AVD, 2015 eftir gögnum frá Landmælingum Íslands Herðubreið Ásbyrgi Hálslón Bárðarbunga Fjórðungsalda Tungnafellsjökull Svartárkot Sellandafjall Hrossaborg Þríhyrningsvatn Möðrudalur Dettifoss Kverkfjöll 2 73 1 4 5 8 6 Day of issue February 13, 2015 Geographical coordinates: Areas closed to traffic and hazardareas due to volcanic eruption in Holuhraun and earthquakes /media/jar/myndsafn/Bardarbunga_lokad_haetta_2015_02_13-Enska_prentutg.pdf
  • 4. 47th Nordic Seismology Seminar

    and guest houses in Reykjavík is possible. Flybus Reykjavík Excursions AirportExpressBus Iceland Excursions The company found by the first link (Reykjavík Excursions), operates more frequently and faster between the airport and central Reykjavík. If you buy a "Flybus Plus" ticket, further transportation from BSÍ terminal in central Reykjavík to the hotel is included. Get a return ticket /norsem/norsem2016/transportation/
  • 5. Group4

    summers, leading to melting permafrost in the northern part of Finland, resulting in more frequent buckling of roadways, 5) increases in spring flooding and riparian flooding and 6) coastal sea level rise and erosion (Jaroszweski, Chapman, & Petts, 2010). Key uncertainties: 1) epistemic uncertainties- regionally down-scaled projected impacts, road usage patterns, road safety data, cost data /media/loftslag/Group4.pdf
  • 6. Helle_Katrine_Andersen_(DANVA,_Dk)

    The vision is part of an overall development plan for CC adaptation which consists of a mission, a vision, 5 overall objectives and several strategies to ensure that we reach the goals. The mission defines the water utilities’ core business and the utilities’ role in CC adaptation and the vision expresses which ambitious and realistic adaptation scenario we want to achieve in 2100. To make the vision /media/loftslag/Helle_Katrine_Andersen_(DANVA,_Dk).pdf
  • 7. Avalanche danger scale

    conditions in Iceland and a general weather forecast in terms of avalanche danger is given in English. It should be kept in mind that the avalanche forecast is written for large areas and does not necessarily represent avalanche danger in urban areas. Danger scale EAWS Danger level Icon Snowpack stability Avalanche triggering probability 5 Very high The snowpack /avalanches/articles/nr/2619
  • 8. Avalanche danger scale

    conditions in Iceland and a general weather forecast in terms of avalanche danger is given in English. It should be kept in mind that the avalanche forecast is written for large areas and does not necessarily represent avalanche danger in urban areas. Danger scale EAWS Danger level Icon Snowpack stability Avalanche triggering probability 5 Very high The snowpack /avalanches/articles/nr/2619/
  • 9. Demers_Claude_CES_2010

    %), households (75%) and water (90%) heating and exports ConclusionAdaptationClimate & HydrologyContext Hydro-Québec and Climate Change Extreme Climate Events Saguenay (1996 : 800 M $) Flood 1: 11,000 years checkbldThe Great Ice Storm (1998 : 1,6 Billions $)1,5 millions customers without electricity for up to 30 days Ouranos: the Mission Ouranos’ mission is to acquire and develop knowledge on climate /media/ces/Demers_Claude_CES_2010.pdf
  • 10. 2010_017

    is corrected. 24 Table 5. Recession constants for the surface runoff (kD) and interflow (kI) estimated by two different methods and results without and with groundwater module. Nash-Sutcliffe coefficients (R2) are also presented along with mean percentage error (MPE) and root mean square error (RMSE) for both daily and annual discharge values. Data are from the period 1990–2005. kD (opti- mized /media/ces/2010_017.pdf

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