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Results:

• 1. Guidelines2-for-rapporteurs

  G u i n e a B a r r i e n to s P a t r i c k D r i s c o l l A n j a W e j s T o mm y C h a n K a r o l i i n a P i l l i - S i h v o l a J u s s i Y l h ä i s i K a r e n L u n d g r e n V ä i n ö N u r m i J i a o X i H a n s - P a u l V e l e m a p l e n a r y 1 ( o p e n i n g ) X s e s s i o n 1 . 1 X s e s s i o n 1 . 2 X s e s s i o n 1 . 3 X s e s s i o n 1 /media/loftslag/Guidelines2-for-rapporteurs.pdf

• 2. Outline_for_the_case_Road_maintenance_in_a_changing_climate

  on the transport sector. Table 1 below shows a tentative distribution of activities by different stakeholders and by geographic / administrative aggregation level. Table 1 – Tentative identification of relevant (predominant) operating levels and actors Local Regional National* International public private public private public private public private Infrastructure planners X X XX X /media/loftslag/Outline_for_the_case_Road_maintenance_in_a_changing_climate.pdf

• 3. 2012-Refsgaard_etal-uncertainty_climate-change-adaptation-MITI343

  e in relatio n to climat echang eadapt ation .X ,X X ,XX X is a ge n era lguid eo n th e relativ e imp ortanc e leve lo fth e sourc es , alth oug h it mus tb e em phasise d tha tth e imp ortanc e o fth e indi vidua lsou rce s o fun certaint y is co n tex tspe cifi c St ep si n cl im at e ch an ge ad ap tat io n an al ys es (ch ain in u n ce rta in ty ca sc ad e, Fi g. 2) So ur ce s o fu n ce rta /media/loftslag/2012-Refsgaard_etal-uncertainty_climate-change-adaptation-MITI343.pdf

• 4. Hare-2011-ParticipatoryModelling

  stage )Suppor t an d ski lls n ee de d Har e et a l. (2003 ) X X An aly se lin ks be tw ee n participator y structur e an d proces s implementatio n Ba rr et ea u et a l. (2010 ) X X X Pr o vid e cle ar de sc rip tio n o fproces s (m an ag e ex pe ct at io n s); monitorin g an d evaluatio n Bot s an d va n Daale n (2008 ) X X X X X Su pp o rt pr o ce ss de sig n Ad ap te d fra m ew o rk u se d in th /media/loftslag/Hare-2011-ParticipatoryModelling.pdf

• 5. Spatial_perception_of_flood_hazard_in_the_urban_area_of_Selfoss,_Iceland

  A survey on flood risk perception was conducted in the town of Selfoss from May to August 2009 among the residents aged above 18. The respondents were proposed to draw the boundaries of areas flooded from the beginning of the 20th century on an orthophotograph of Selfoss at scale 1:10.000. The spatial representations of the flood area were processed with a regulated grid of 10 x 10 metres /media/loftslag/Spatial_perception_of_flood_hazard_in_the_urban_area_of_Selfoss,_Iceland.pdf

• 6. Lawrence_Deborah_CES_2010

  areas from 3 to 15,000 km2 3 GCM/RCMs (with SRES A1B emissions) Echam5/HIRHAM5 BCM/RCA3 HadCM3Qref/HIRHAM 2 Methods for transferring RCM output to 1 x 1 km grid Delta change Empirical adjustment method (met.no) 25 calibrated hydrological models for 115 catchments Flood frequency analysis for 200-year flood ⇒ Construct pdfs from 150 results for each catchment Viksvatn (Hestadfjord) - 83.2 IS92a /media/ces/Lawrence_Deborah_CES_2010.pdf

• 7. Burnett_Dougal_CES_2010

  longitude • Conversion process from Sunshine Hours to Solar Irradiation Data Source: UKCP09 gridded data set observed data (5km x 5km) UK Solar Resource present and future Sunshine Hours to Solar Irradiation • Suehrcke conversion method • Performed conversion on each grid cell for each month of each year from 1961 to 1990 • Averaged the results for each month and season Solar Irradiation Monthly /media/ces/Burnett_Dougal_CES_2010.pdf

• 8. programme2---PhD-Workshop-preceding-Adaptation-Research-Conference

  with whom a slot is proposed to be swapped. In the closing session on Friday afternoon another two Workshop participants will be offered the opportunity of presenting a brief summary of key impressions and messages (2 x 5 minutes). This will require some degree of co-ordination among the rapporteurs. The Conference organizers need to know in time (Friday morning at the latest) who will present /media/loftslag/programme2---PhD-Workshop-preceding-Adaptation-Research-Conference.pdf

• 9. NONAM_1st_workshop_summary_v3

  / administrative aggregation level. Table 1 – Tentative identification of relevant (predominant) operating levels. Local Regional National* International public privat e public privat e public privat e public privat e Infrastructure designers x x x XX X Infrastructure builders x x XX X Infrastructure operators x x x X X Transport service operators (freight; passengers /media/vedurstofan/NONAM_1st_workshop_summary_v3.pdf

• 10. 2013_001_Nawri_et_al

  the validity of the ideal gas law, hydrostatic balance, a piecewise linear vertical gradient of air temperature, and neglecting the effects of water vapour. Pressure, p, as a function of height can then be derived through vertical integration of the hydrostatic balance equation, and is given by p(h(x;y);z) = p0 exp g R Z h(x;y)+z 0 dx T (x ) ; (5) where p0 is pressure at mean sea level, T /media/vedurstofan/utgafa/skyrslur/2013/2013_001_Nawri_et_al.pdf