- Page 1 and 2: NORTHERN HYDROLOGY AND ITS GLOBAL R
- Page 3 and 4: NORTHERN HYDROLOGY AND ITS GLOBAL R
- Page 5 and 6: LIST OF CONTENTS VOLUME 1 Preface .
- Page 7 and 8: Session 4: Uncertainty And Extremes
- Page 9 and 10: Astrid Voksø: Using Gis To Calcula
- Page 11: PREFACE This is the fifth Nordic Hy
- Page 16 and 17: e complete and exhaustive in record
- Page 18 and 19: society issues the journal Jökull,
- Page 20 and 21: and for nationwide mapping as well
- Page 22 and 23: supported by the Nordic Council of
- Page 24 and 25: series on hydropower development, i
- Page 26 and 27: • as individual experts recruited
- Page 28 and 29: attempts at quantification indicate
- Page 30 and 31: Lemmelä, R. and Helenius, N., eds.
- Page 32 and 33: Non-exhaustive list of selected maj
- Page 34 and 35: CLIMATE CHANGE AND VARIABILITY: HOW
- Page 36 and 37: URBAN HYDROLOGY AND SUSTAINABLE URB
- Page 38 and 39: This paper describes the stormwater
- Page 40 and 41: The table 2 shows a great differenc
- Page 42 and 43: Table 4. Efficiency in treating sto
- Page 44 and 45: particles and binding dissolved mat
- Page 46 and 47: Stahre, P., 2006. Sustainability in
- Page 49 and 50: CHANGES IN ICE REGIMES OF RIVERS IN
- Page 51 and 52: events decreased by 5-15% and the d
- Page 53 and 54: Ice cover duration, days 200 180 16
- Page 55 and 56: The observed thinning of the maximu
- Page 57 and 58: other important Arctic science init
- Page 59 and 60: THE PROBLEM OF DECLINING NETWORKS A
- Page 61 and 62: comprehensive pan-Arctic observatio
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2002; Hinzman et al.; 2005, Walsh e
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Values 2-4 indicate that one to thr
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difficult to determine the real vul
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POTENTIAL IMPACT OF CLIMATE CHANGE
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MATERIALS AND METHODS Location The
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PROMES (Universidad Complutense de
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RESULTS Validation of the present s
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Figure 4. The effect of climate cha
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global warming seems to accelerate
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Calanca, P. Roesch, A. Jasper, K. W
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Swift, DA. Nienow, PW. Hoey, TB. Ma
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temperature can determine the fate
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RESULTS AND DISCUSSIONS Meteorologi
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June just prior to summer stratific
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Figure 5. Vertical temperature prof
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Figure 6. Monthly average a) water
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REFERENCES Andradóttir, H.O, and N
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These jökulhlaups are of the rapid
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The distance from the glacier snout
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front of the flood wave between the
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REFERENCES Björnsson, H. 1992. Jö
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The objective of the present study
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COMPARISON OF OBSERVED WEATHER DATA
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Daily streamflow simulation The qua
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Annual discharge In the final compa
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ACKNOWLEDGEMENT The research report
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ICE AND WEATHER CONDITIONS IN THE G
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Ice processes can be described acco
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thous.km2 450 400 350 300 250 200 1
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SOME METEOROLOGICAL PARAMETERS IMPA
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TOWARDS INTEGRATED SYSTEMS FOR ARCT
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other hand, small scale process stu
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In 2000, Malin and Edgett published
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Icelandic gullies vary in cross-sec
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gullies than others. Similarly, geo
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assumed to be on the order of 10,00
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SESSION 3: WATER RESOURCES MANAGEME
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LONG-TERM RECORDS OF PRECIPITATION
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8 6 4 2 0 -2 -4 -6 Ainazi Gulbene K
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100 80 60 40 20 0 -20 -40 -60 -80 A
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series for most of the stations sho
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CLIMATE CHANGE AND POLLUTION RISKS
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At the airport Propylene glycol (PG
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water samples at different depths w
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Normalised annual consumption of de
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B Figure 6. Scenario results of Cl
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Proceedings of the Geological Socie
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ased on several regional regression
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% lowest part and the 15 % highest
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Figure 2. Catchment characteristic
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therefore it is interesting to exam
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19 20 5 21 11 25 22 6 7 8 2 4 0 50
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annual maximum water level often oc
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500 400 300 200 100 Discharge (m 3
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discharges and low flows have decre
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CLIMATE CHANGE IMPACTS ON THE TOTAL
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perspective associated with signifi
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The study period from 1988 to 2006
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Similar results were obtained to an
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The higher ration was fond for the
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CONCLUSIONS The present results con
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INTRODUCTION The potential impacts
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Table 1. HBV parameter ranges used
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Percentage at or below given value
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scenarios for this catchment. The s
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OVERLAND FLOW INDUCED BY SNOWMELT,
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Sweden, the University of Minnesota
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Figure 1. Overland flow in the Skut
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Figure 3. Measured and calculated h
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Deelstra, Johannes, Sigrun H. Kvær
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and Jauja, 1999), METQ2005 and METQ
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Daily meteorological data were used
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Discharge (m 3 /s) 110 100 90 80 70
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locates in the middle part of the R
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Seibert, J. 1999. Regionalization o
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power. Dams, built for water storag
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INTRODUCTION Background Due to the
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In the beginning planners and engin
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involved. This is to avoid unnecess
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Thorolfsson, S. T., Aasen, A., Seks
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SESSION 4: UNCERTAINTY AND EXTREMES
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DOWN-SCALING ATMOSPHERIC PATTERNS T
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information. However, in NHMMs the
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As shown in (6), the two terms summ
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Figure 2. Precipitation mean amount
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Pr[ Spell duration ≥ days ] Pr[ S
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0 0.25 0.5 0.75 1 Geopotential heig
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Bellone, E., Hughes, J. P. and Gutt
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distribution, especially in the dat
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y initial and boundary data from th
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Figure 3: Estimated mean accumulate
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372, and the greatest skill on Brú
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Effect of climate change on hydrolo
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downscaled for the period 1961-2006
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flows from the SE (not shown). The
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Figure 5: Ratio [%] of "missing" ev
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Figure 7: Measured and simulated (W
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Benoit, R., Pellerin P., Kouwen N.,
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e directly used in impact models, s
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The method to scale RCM precipitati
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future scenario precipitation. The
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Figure 4. Distribution of daily tem
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Erik Kjellström, E., Bärring, L.,
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Numerous studies have explored the
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theoretical L-moment ratios with th
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Eight Norwegian gauging stations ha
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frequency analysis are not easy to
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ESTIMATING BAYESIAN RATING CURVES F
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See Petersen-Øverleir (2004) og Mo
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Figure 1. The estimate of maximum a
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the Bayesian approach described abo
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Figure 5. The same rating curves as
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[7] Árnason, S., 2008. The estimat
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lines were damaged by this storm. T
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highest observed water level. Lake
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Figure 2. Empirical (filled dots) a
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magnitude of the fluctuations water
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EXTREME RAINFALLS AND DAMAGES ON AU
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RAINFALL MEASUREMENTS The short-ter
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Trondheim Radar Nidelva =83,4 l/s·
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highest intensity at Risvollan with
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study were that the cost for this m
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305 Figure 1. The main phases of th
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esults to be meaningful careful pre
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p(b) ∝Æ(b|µb = 2.15, σ 2 b = 0