80 results were found for p 경기안마㎪〈dm080.com〕 경기오피☏경기오피☆경기건마○경기휴게텔♝경기출장.

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• 21. program17012012

  Airborne Measurements of Volcanic Ash - results from Eyja and the new Met Office Civil Contingency Aircraft Jonathan P. Taylor, UK Met Office 11:15 Observational systems for monitoring of volcanic ash Sibylle von Löwis, Geirfinnur S. Sigurðarson, IMO 11:45 NAME dispersion model, an introduction Jonathan P. Taylor, UK Met Office 12:15 – 13:30 Lunch break The volcanic ash problem /media/vedurstofan/utgafa/hlidarefni/program17012012.pdf

• 22. Refsgaard_etal-2007-Uncertainty-EMS

  Refsgaard a,*, Jeroen P. v Peter A. Vanroll a Geological Survey of Denmark and Greenlan b Copernicus Institute for Sustainable Development and Innovation Utrecht University, Utrecht c Environmental Modelling & Softwar equitable manner without compromising the sustainability of * Corresponding author. Tel.: þ45 38 142 776; fax: þ45 38 142 050. E-mail address: jcr@geus.dk (J.C. Refsgaard). 1364-8152 /media/loftslag/Refsgaard_etal-2007-Uncertainty-EMS.pdf

• 23. IPPC-2007-ar4_syr

  (-33%) during 1970 to 2004 has been smaller than the com- bined effect of global income growth (77%) and global population growth (69%); both drivers of increasing energy-related CO2 emis- sions. The long-term trend of declining CO2 emissions per unit of en- ergy supplied reversed after 2000. {WGIII 1.3, Figure SPM.2, SPM} Differences in per capita income, per capita emissions and energy /media/loftslag/IPPC-2007-ar4_syr.pdf

• 24. Adalgeirsdottir-etal-tc-5-961-2011

  were carried out to obtain the flow and sliding parameters for Hoffellsjökull that resulted in a good simulation of the observed 20th century evolution of the glacier geometry. The obtained values for the rate factor and the sliding parameter are A= 4.6× 10−15 s−1 kPa−3 and C = 10× 10−15 m a−1 Pa−3, respectively. The ice divide is kept at a fixed location in the model com- putations presented here /media/ces/Adalgeirsdottir-etal-tc-5-961-2011.pdf

• 25. Group-1_Scenarios-for-AWM

  i on c a p ac i t y A r ea of r e s i d en c e (Flood p r one /non p r one a r eas) Un c e r t a n t i e s H i g h wi l l i n g n e s s t o p a y L o w wi l l i n g nes to pay D i k e s H i gh t a x a t i on - E arly w arn i n g s y s t e m s - Sof t s t r uct u r a l m e as u r e s -Community training L o w taxation Risk P e r c e p t i o n B e n e f i /media/loftslag/Group-1_Scenarios-for-AWM.pdf

• 26. VI_2015_005

  model grid point must be taken into account. At latitude f , the grid-box size is given by dA = a2 cosf dldf ; (1) where a = 6371 km is the Earth’s mean radius, and latitude and longitude are measured in radians. For the ECMWF reanalyses, angular grid-point spacing dl = df = p=180 is constant across the domain. The low-pressure centre count at each grid point is then multiplied by dA=dA, with mean /media/vedurstofan/utgafa/skyrslur/2015/VI_2015_005.pdf

• 27. VI_2014_005

  in an overall cold bias, compared with station measurements. To test, whether this is due to the HARMONIE model core or the external surface scheme, biases of 2-m temperature from SURFEX are com- pared with biases of temperature projected from the lowest two model levels to 2 mAGL. It is found that the negative temperature biases are due to shallow inversion layers near the ground, which are introduced /media/vedurstofan/utgafa/skyrslur/2014/VI_2014_005.pdf

• 28. Henriksen_Barlebo-2008-AWM_BBN-Journ_Env_Management

  adaptive management structured process of learning by doing with the aim scien  Involv e a large scale, holistic alternative to reductionism ce; and  Hel  B p build flexible management capacity. efficie e learning about water resource systems more nt. adaptive water management (Pahl-Wostl and Sendzimir, 2005). Adaptive management (AM) involves learning from management actions and using /media/loftslag/Henriksen_Barlebo-2008-AWM_BBN-Journ_Env_Management.pdf

• 29. Protective measures

  developments (European Commission, Directorate-General for Research, Publication EUR 23339, 2009, ISBN 978-92-79-08885-8, ISSN 1018-5593, DOI 10.2777/12871. Edited by T. Jóhannesson, P. Gauer, P. Issler and K. Lied. Contributions by M. Barbolini, U. Domaas, T. Faug, P. Gauer, K. M. Hákonardóttir, C. B. Harbitz, D. Issler, T. Jóhannesson, K. Lied, M. Naaim, F. Naaim-Bouvet and L. Rammer) (pdf 1.6 Mb; high /avalanches/imo/protective/

• 30. The design of avalanche protection dams

  be ordered at the EU Bookshop and it can be accessed on the web both as PDF suitable for the screen (1.5 Mb) and in higher resolution suitable for printing (27.9 Mb). Edited by T. Jóhannesson of the Icelandic Meteorological Office and by P. Gauer, P. Issler and K. Lied of the Norwegian Geotechnical Institute. Contributions by M. Barbolini, U. Domaas, T. Faug, P. Gauer, K. M. Hákonardóttir, C. B /about-imo/news/nr/1631