80 results were found for t 옵션디비업자┝『텔그Sein07〕７옵션DB구매 옵션디비업자 옵션DB가격㎽옵션DB.

Results:

• 21. Statistical Analysis

  and Chemistry of the Earth, Special Issue: COST Action (Accepted for publication). Jónsdóttir, J. F., Uvo, C. B. & Clarke, R. T. (2008). Filling gaps in measured discharge series with model-generated series. Technical Notes. Journal of Hydrological Engineering, 13, 9, 905-909. Jónsdóttir, J. F., Uvo, C. B. & Clarke, R. T. (2008). Trend analysis in Icelandic discharge, temperature and precipitation series /ces/publications/nr/1943

• 22. VI2010-006_web

  Veðurstofu Íslands Halldór G. Pétursson, Náttúrufræðistofnun Íslands H æ t t u matsnefnd Akureyrarbæjar 4 Efnisyfirlit 1 Inngangur 7 1.1 Starf hættumatsnefndar . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 1.2 Vinnuferli Veðurstofu Íslands . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 1.3 Efnisatriði og kaflaskipting /media/vedurstofan/utgafa/skyrslur/2010/VI2010-006_web.pdf

• 23. Cradden_Lucy_CES_2010

  2050s 2080s C h a n g e i n r a t i n g ( % ) 10% 50% 90% C h a n g e i n r a t i n g ( % ) C h a n g e i n r a t i n g ( % ) Each bar shows range over whole UK spatial area June 2010 13 Is the impact similar over the whole UK? • Changes in the summer minimum rating, i.e. worst-case conditions – max temperature: Rating at baseline period 1961 /media/ces/Cradden_Lucy_CES_2010.pdf

• 24. Dyrrdal_Anita_CES_2010

  Results W i n t e r t e m p e r a t u r e Max snow depth Trend slope Number of snow days Period II P e r i o d I I I Max snow depth Number of snow days Norwegian Meteorological Institute met.no Correlation analysis (1961-08) 138 mutual stations Introduction Data & Methods Results Correlation with winter temperature Correlation with winter precipitation In warmer regions both snow parameters /media/ces/Dyrrdal_Anita_CES_2010.pdf

• 25. VI_2015_007

  maximum flow. For time periods, see Table 1. 10 3 Index flood method 3.1 General principle The method has already been described in detail in Crochet (2012a,b) and Crochet & Þórarins- dóttir (2014) and so is only summarised here. The index flood method (IFM), proposed by Dalrymple (1960) can be used to estimate the T -year flood quantile at ungauged locations or at gauged sites with short records /media/vedurstofan/utgafa/skyrslur/2015/VI_2015_007.pdf

• 26. VI_2015_009

  Days since Sept. 1st Q (m ³/s ) vhm167 S O N D J F M A M J J A Figure 2. Time of occurrence for annual maximum flow. 10 3 Index flood method 3.1 General principle The method has already been described in Crochet (2012a, 2012b) and Crochet & Þórarinsdóttir (2014, 2015) and is briefly summarised here. The index flood method (IFM) is used to estimate the T -year flood quantile at ungauged locations /media/vedurstofan/utgafa/skyrslur/2015/VI_2015_009.pdf

• 27. ces_SA_group_flyer_new

  by season (%) between 1991-2007 and 1961-1990 in the Baltic countries 1 9 0 0 1 9 2 0 1 9 4 0 1 9 6 0 1 9 8 0 2 0 0 0 - 1 5 - 1 0 - 5 0 5 1 0 1 5 P r e c i p i t a t i o n a n o m a l y ( % ) R e g i o n 1 R e g i o n 2 R e g i o n 3 R e g i o n 4 F un c t ion P lo t 5 1 9 0 0 1 9 2 0 1 9 4 0 1 9 6 0 1 9 8 0 2 0 0 0 - 1 . 5 - 1 - 0 . 5 0 0 . 5 1 1 . 5 T e m p e r a t u r e a n o m /media/ces/ces_SA_group_flyer_new.pdf

• 28. ces_risk_flyer

  including, for example, ensuring dam safety. The goal of the new Climate and Energy Systems project is to look at climate impacts closer in time and assess the a n o ect ves o  t e    ro ect An evaluation of risk under increased uncertainty in order to improve decision making in a changing climate was carried out through the following steps: development of the Nordic electricity system for the next /media/ces/ces_risk_flyer.pdf

• 29. 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

• 30. VI_2013_008

  of the analogue method is introduced. In Section 3 hydrological and me- teorological data used in the analysis are presented. Section 4 describes the different strategies considered for implementing the method and Section 5 presents some results. Some concluding remarks are made in Section 6. 2 The analogue method Let X(t) be a state of a dynamical system at time t, known through the observation of k variables /media/vedurstofan/utgafa/skyrslur/2013/VI_2013_008.pdf