More than 100 results were found for [77AGG. COM]dy01 slot dg77 slot slot 2026 cwd slot inces slot error slot sdo.

Results:

• 21. VI_2015_009

  flood models 1–24 (Eqs. 8 and 9 applied with variables 1–12). Ratio between esti- mated and reference index flood (solid black line). The solid blue line corresponds to the reference index flood (Ratio=1), estimated as the arithmetic mean of the observed AMF sample and the dashed blue lines the 95% CI derived from the GEV distribution. Large red symbol indicates overall best model. 18 4.2.2 Flood /media/vedurstofan/utgafa/skyrslur/2015/VI_2015_009.pdf

• 22. GA_2009_91A_4_Andreassen

  (alb: AWS) MODELLING LONG-TERM SUMMER AND WINTER BALANCES ? The authors 2009 Journal compilation ? 2009 Swedish Society for Anthropology and Geography 241 ed temperatures relative to –20°C to account for de-cay of snow albedo at temperatures below the melt-ing point, following a study by Winther (1993). Wetested both approaches, and chose to use –5°C asthe minimum for the accumulated temperature /media/ces/GA_2009_91A_4_Andreassen.pdf

• 23. Reykholt-abstracts

  in July 2016 on a Delta II rocket from Vandenberg Air Force Base in California. ICESat-2 will carry the Advanced Topographic Laser Altimeter System (ATLAS) and collect data to a latitudinal limit of 88 degrees. In contrast to Geoscience Laser Altimeter System (GLAS) on ICESat, ATLAS employs a 6-beam micro-pulse laser photon-counting approach. It uses a high repetition rate (10 kHz; 70 cm /media/vatnafar/joklar/Reykholt-abstracts.pdf

• 24. VI_2013_006

  stability, e.g. CAPE, in global numerical weather prediction models to mask out potential thunderstorm areas. Such a global system might be useful to monitor large areas of poorly monitored volcanoes, e.g. the chain of volcanoes in the Aleutian Islands, with its heavy air-traffic above. Conclusions An automatic monitoring system has been developed that estimates eruption site location based /media/vedurstofan/utgafa/skyrslur/2013/VI_2013_006.pdf

• 25. Perrels-CBA

  / design, availability, materials, ICT, modal split) 26.8.2011Adriaan Perrels/IL 5 Categorising stages of adaptation Passive Adaptation - automatic in nature and economy - only ex post measures (no anticipation) Active Adaptation - automatic in nature and economy - ex ante and ex post policies Emission scenario dependent baseline (A1-T, B1, A2, etc.) Reference costs and benefits /media/loftslag/Perrels-CBA.pdf

• 26. 2010_003rs

  ................ 91 Figure B.5. Rake distribution for mapped faults/clusters in boxes E and F, Brennisteinsfjöll-Bláfjöll. ................................................................................. 92 Figure B.6. Rake distribution for mapped faults/clusters in box G, Ölfus. ......................... 93 Figure B.7. Rake distribution for mapped faults/clusters in box H, Hengill, active between January /media/vedurstofan/utgafa/skyrslur/2010/2010_003rs.pdf

• 27. VI_2009_012

  Mw(v) plotted against log distance. The coefficient of correlation between Mw(v) and log distance is 0.24. High correlation coefficients have been shown to affect parameter estimates in one step regression methods (see Fukushima and Tanaka, 1990). The Ci values were also calculated from the derived PGA values. Instead of constructing another magnitude scale based on acceleration it was decided /media/vedurstofan/utgafa/skyrslur/2009/VI_2009_012.pdf

• 28. VI_2014_006

  to reduce systematic biases in the flow forecasts, if any, a recursive error correction procedure which builds on the algorithm proposed by Boi (2004) is defined, assuming that dis- charge observations are available in real-time and are of good quality. The algorithm establishes a correction to be applied on predicted discharge issued at time t0, based on the error between observed and analyzed /media/vedurstofan/utgafa/skyrslur/2014/VI_2014_006.pdf

• 29. Water_resources_man_Veijalainen_etal

  range 90% 93.15–93.29 93.27–93.36 75.43–75.56 94.59–94.71 2040–2069 range 90% 93.09–93.31 93.28–93.40 75.41–75.56 94.72–94.83 2070–2099 range 90% 93.02–93.32 93.24–93.43 75.38–75.61 94.79–94.91 Lowest water level (in the 30 year period) (m) Reference period 92.86 92.72 75.20 94.27 2010–2039 range 90% 92.62–92.91 92.96–93.13 75.24–75.33 94.47–94.59 2040–2069 range 90% 92.55–92.82 92.88–93.12 75.19 /media/ces/Water_resources_man_Veijalainen_etal.pdf

• 30. Eriksson_Garvill_Nordlund_2006

  and infringement on freedom, and indirectly associated with the acceptability of road pricing. In addition, relations between beliefs about effectiveness and acceptability of TDM measures have been shown. More specifically, the more effective a measure is perceived to be, the more acceptable it is (e.g. Bamberg & Ro¨lle, 2003; Nordlund & Garvill, 2006; Rienstra et al., 1999). For coercive measures /media/loftslag/Eriksson_Garvill_Nordlund_2006.pdf