(2012a, 2012b) and in Crochet & Þórarinsdóttir (2014,
2015), different factors can contribute to the development of a poor index flood model, lead-
ing to poor estimates of µ(D) at ungauged catchments. Firstly, the model may be inappropriate
to describe the spatial variations of µ(D) in the region under study, even though the region is
homogeneous. Secondly, the degree of hydrological similarity
/media/vedurstofan/utgafa/skyrslur/2015/VI_2015_009.pdf
power production of the two
hydro plants in the outflow river of Lake Pielinen was calculated. Impacts of water
levels on recreational use were evaluated by calculating the average annual disad-
vantage for recreational use in Euros. The calculations were made using functions of
disadvantage for recreational use based on questionnaires and land surveys (Verta
et al. 2007). These functions describe/media/ces/Water_resources_man_Veijalainen_etal.pdf
the horizontal resolution of limited area
NWP models has increased markedly. Given the complex orography of Iceland, high horizontal
resolution is needed to describe the terrain. This is especially true of the East- and the Westfjord
regions as well as Tröllaskagi in the north.
The operational NWP system of IMO is the non-hydrostatic HARMONIE–AROME model, with
a horizontal resolution of 2.5 km
/media/vedurstofan-utgafa-2020/VI_2020_008.pdf
rather than from the data directly. This
reduces the amount of data that needs to be disseminated to a few parameters, that describe each
wind speed distribution. Of the various probability density functions for boundary-layer wind
speeds, s, the 2-parameter Weibull distribution,
f (s;A;k) =
k
A
s
A
k 1
exp
s
A
k
; (1)
is the one most commonly employed for wind energy studies (Morgan
/media/vedurstofan/utgafa/skyrslur/2013/2013_001_Nawri_et_al.pdf
catchments. Firstly, the model may be inappropriate to describe the spatial varia-
tions of µi(D) in the region under study. Secondly, the degree of hydrological similarity between
the target catchment and the homogeneous region is too poor. Thirdly, the index flood model is
applied to a catchment whose characteristics are beyond the range of characteristics for which
the model was developed. Finally
/media/vedurstofan/utgafa/skyrslur/2015/VI_2015_007.pdf
endnotes in Table 2), we
have added the dimensions agency, governance, awareness
raising and education, risk management, and effectiveness
of (international) regulation to the four regime elements
that Raadgever et al. (idem) used to describe a management
regime in their article. Furthermore, we have developed
variables and indicators for the added dimensions and
adjusted some of the variables
/media/loftslag/Huntjens_etal-2010-Climate-change-adaptation-Reg_Env_Change.pdf
work effectively together? Have there
been changes since the co-initiation process? If so,
changes on what and why? A more complete
description of the evaluation-protocol development
and procedures is beyond our scope, but is available
in Daniell (2008). For our purposes, we will describe
a number of methods of data collection used within
the protocols that are relevant to our focus of how
project
/media/loftslag/Moellenkampetal_etal-2010.pdf