1998] and RCM output such
as incoming and outgoing, short- and long-wave radiation,
temperature, water vapor pressure, and wind speed:
ETref ¼
0:408D Rn Gð Þ þ g 900T þ 273 u2 es eað Þ
Dþ g 1þ 0:34u2ð Þ ð3Þ
where ETref is reference evapotranspiration (mm d1), Rn is
net radiation at the crop surface (MJ m2 d1), G is soil heat
flux density (MJ m2 d1), T is mean daily air temperature
at 2 m
/media/loftslag/vanRoosmalen_etal-2009-WRR_2007WR006760.pdf
J.R.M., Wallis, J.R. & Wood, E.F. (1985b). Estimation of the generalized extreme-
value distribution by the method of the probability-weighted moments. Technometrics, 27(3),
251–261.
Jenkinson, A.F. (1955). The frequency distribution of the annual maximum (or minimum) of
meteorological elements. Quart. J. R. Met. Soc. 81, 158–171.
24
Malekinezhad, H., Nachtnebel, H.P. & Klik, A. (2011a). Comparing
/media/vedurstofan/utgafa/skyrslur/2015/VI_2015_009.pdf
Regional precipitation. temperature and runoff series in the Nordic
countries. EURENEW 2006. Reykjavik. Iceland June 5-9 2006 (ed. by S. Árnadóttir).
CE-Report No. 2: 155-158.
16
Regional hydrological drought in north-western Europe and associated weather types
Anne K. Fleig (1,2), Lena M. Tallaksen (1), Hege Hisdal (2) & David M. Hannah (3)
(1) Department of Geosciences, University of Oslo
/media/ces/ces-oslo2010_proceedings.pdf
–3736.
Jenkinson, A.F. (1955). The frequency distribution of the annual maximum (or minimum) of
meteorological elements. Quart. J. R. Met. Soc. 81, 158–171.
Jingyi, Z. & Hall, M.J. (2004). Regional flood frequency analysis for Gan-Ming river basin in
China. J. Hydrol., 296, 98–117.
Kjeldsen, T.R. & Jones, D. (2007). Estimation of an index flood using data transfer in the UK.
Hydrol. Sci. J., 52(1
/media/vedurstofan/utgafa/skyrslur/2015/VI_2015_007.pdf
(DGPS) equipment
in 2001. Continuous profiles, approximately 1 km apart,
were measured in the accumulation zone and a dense net-
work of point measurements were carried out in the abla-
tion zone. Digital Elevation Models (DEMs) of the surface
and bedrock were created from these data (Fig. 2; Björns-
son and Pálsson, 2004). The estimated errors are at most
1–5 m (bias less than 1 m) for the surface
/media/ces/Adalgeirsdottir-etal-tc-5-961-2011.pdf
increased net precipitation and increased rainfall intensity put pressure on the sewage
system and the lake dam. Flooding of the town is expected to occur more frequently. Future flooding
storms could be as high as 2,5 meters.
The challenges have been divided into two main themes: sea level change and rainfall.
NONAM Risk Assessment and Stakeholder Investment. Multidisciplinary Workshop
/media/loftslag/CASE_A___Jes_Pedersen_(Region_Midt,_Dk)_Introduction.pdf