43 results were found for esball世博最新官网-求推荐好的买球APP-(✔️输入52bet.net✔️)-esball世博最新官网-澳门明升赌场注册-【✔️输入㊙️900bet.net✔️】-esball世博最新官网-esball世博最新官网-esball世博最新官网-(✔️访问bet91.net✔️).
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
anomalies of the WTs during the periods leading up to the five
most severe droughts as compared to the average frequency of a given WT for the same
period of the year over the entire data record. A period equal to dreg preceding the drought
plus the 20 first days of the drought was used. All WTs with a net positive frequency anomaly
over the five events were considered to be associated
/media/ces/ces-oslo2010_proceedings.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
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___Horsens_Fjord.pdf
fiord area. Adaptive challenges due to changes in regional groundwater level
An increase in sea level will cause more frequent flooding in the town due to its low lying position by
the fjord. In 2006, the local town hall was flooded when sea level rose to 1.76 m above normal.
Simultaneously, increased net precipitation and increased rainfall intensity put pressure on the sewage
system
/media/loftslag/Horsens_case.pdf
NONAM PhD course – Adaptive management in relation to climate change – Copenhagen 21-26/8/2011
……………………………………………………………………………………………………………………………………………………………………
1
Outline for the case Road maintenance in a changing climate
Introduction
Roads and transport systems are vulnerable to climate change impacts (VTT 2011; Koetse and
Rietveld, 2009; Regmi & Hanaoka, 2011; Road ERA-net 2009 & 2010
/media/loftslag/Outline_for_the_case_Road_maintenance_in_a_changing_climate.pdf
riskianalyysit - ilmaston muutoksen synnyttämät riskit ja mahdollisuudet. 12.03.2009, Research Report VTT-R-01942-09, Tampere. 13 p. + app. 24 p.
Linnerud, Kristin (2009) Test and evaluation of a climate risk assessment procedure. Case study: The Norwegian hydro power company SFE. CICERO, University of Oslo. Report 2009:3. Feb.2009. 44 p. ISSN:0804-4562.
Linnerud, Kristin (2009) Climate change
/ces/publications/nr/1941
of climate change on the routine and periodic maintenance of roads. Helsinki
2009. Finnish Road Administration, Central Administration. Finnra reports 8/2009, 66 p. +
app. 8 p. ISSN 1459-1553, ISBN 978-952-221-172-9, TIEH 3201122-v. (in Finnish, abstract in English)
[5] Salanne, i., Byring, B., Valli, R., Tikkanen, R., Peltonen, P., Haapala, J., Jylhä, K., Tolonen-Kivimäki, O.,
and Tuomenvirta, H
/media/loftslag/CASE_B__Heikki_Tuomenvirta_(FMI)_Introduction.pdf