- Page 4 and 5: Complexity and Integrated Resources
- Page 6 and 7: Editorial Dear Reader, The 2nd Bien
- Page 8 and 9: A Spatial DSS for South Australia's
- Page 10 and 11: Scenario Development and Integrated
- Page 12 and 13: Integrating Wetlands and Riparian Z
- Page 15 and 16: Using FLOSS towards Βuilding Envir
- Page 17 and 18: that can be utilized in building su
- Page 19 and 20: automatic build and deployment scri
- Page 21 and 22: Applying agent technology in Enviro
- Page 23 and 24: Agent-based EMS development is conc
- Page 25 and 26: Case 1 Deterministic Strategies The
- Page 27 and 28: Supporting the Strategic Objectives
- Page 29 and 30: perspectives, understandings, or kn
- Page 31 and 32: Strategic objectives achieved (%) S
- Page 33 and 34: Web Services for Environmental Info
- Page 35 and 36: How a web service generally works i
- Page 37 and 38: on the mobile operators in relation
- Page 39 and 40: 3) Presentation level: developing t
- Page 41 and 42: 1. DEFINITION OF THE DECISION PROBL
- Page 43 and 44: River hydraulics and morphology Fig
- Page 45 and 46: 7. ASSESSMENT OF RESULTS The prefer
- Page 47 and 48: hydraulic model, which has a spatia
- Page 49 and 50: 4.3 Ranking procedure The ranking p
- Page 51 and 52: The second step has been the assess
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2. OBJECTIVES The overall objective
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considerable contribution to the ov
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final phase of the project in the f
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social and environmental aspects. C
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The STRAT watershed is rural, prima
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context: case study. J. Multi-Crit.
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management and describe the decisio
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the main port at Wallaroo. The flee
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closures are an important “input
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Japan Tokyo Taguri-River basin Rive
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Table 2. Indirect and direct evalua
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concrete from the river bottom and
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There are different sources of unce
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Environmental Models A statistical
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tion measures other factors than th
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Integration of MONERIS and GREAT-ER
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Climate change external scenarios H
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(Figure 4a) based on this evaluatio
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An integrated tool for water policy
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price elasticity of demand 2 , whic
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summers. The analysis compares two
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Towards a Decision Support System f
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subject to several external/interna
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2.4 A comprehensive decision suppor
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Appropriate Modelling in DSSs for R
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outputs. There are several techniqu
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Table 3: The risks of making a wron
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Water Management, Public Participat
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Another reason for public participa
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structure can support the establish
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A Dual-scale Modelling approach to
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in the southwest to more than 2,400
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and groups using different sets of
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The role of Multi-Criteria Decision
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a Multi-criteria Decision Analysis
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Socio - economic analysis Socio - e
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ICT Requirements for an ‘evolutio
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Planning process (e.g. WFD) Start I
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the other hand because due to the f
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HarmonIT IT Frameworks (2002-2005)
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DAWN: A platform for evaluating wat
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simulation procedure is initialized
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Application User Designed Scenario
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Empirical Evaluation of Decision Su
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conflict, circularity, non-used or
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Test MVPTMP p-value Interpretation
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Springer-Verlag, New York, New York
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flexibility and resilience within a
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Hartwood Montepulciano Homogeneous
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emphasis then falls on the quality
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Several types of public can be dist
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This function complements the previ
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studies will allow to verify our hy
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existing formal models to address (
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user then receptivity to the innova
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initially assessing the utility of
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which they are collected to the hyd
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gravity. A more precise algorithm i
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prediction, the forecast of future
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fundamentally at odds with the data
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2.3 Spatial Decision Support System
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Bryan, B.A., Reserve selection for
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estimation and the vulnerability of
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Fig. 3: Floodplain Krosno Odra skie
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may be the growth of crops, a chang
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Optimal Groundwater Exploitation an
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pollutant. Since in many applicatio
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h(i,j,t) > B (13) where B is the aq
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¡ Towards an Environmental DSS bas
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for each of them. Then, we chose th
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£ ¢ * ¢ M ¤ D ¡1¢¥¤5¦¨>¨
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Land Use and Hydrological Managemen
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comparative shortage of data and of
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¢¡ ¢¢ ¡¢£¤¥ ¨© © 30 yea
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Forecasting Municipal Solid Waste G
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materials, only 45 data sets from 3
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well-known problem in waste managem
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Real Time Optimal Resource Allocati
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w jl ( t) j ∈V l ∈ S( j) ≥ 0
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een performed. The overall graph of
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Combining Dynamic Economic Analysis
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evaluation of medium and long term
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Table 1 Development of the number o
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soils. Trans. ASAE, 44(2), 297-307,
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y a new module for the turnover of
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2.4 Verification sites description
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6. REFERENCES Berg, B. and H. Staaf
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Tabant JBEL 6°20 WAOUGOULZAT 3763
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4. MMS MODEL 4.1 GIS Weasel The pre
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and residence times of water in the
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(www.cbs.nl). With respect to natur
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costs for settlement of damage (Dri
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more revenues by spatial connection
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system to the Italian territory are
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variation of K 1 and K 2 ). However
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ASCII format and is composed by 26
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Table 1. Main results and methods e
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Table 2. Summary of the formalised
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We therefore need to focus future e
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Figure 1. Location of the study are
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esolutions were made dependent on t
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From Narrative to Number: A Role fo
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3. QUANTITATIVE MODELS AS A RESPONS
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contentious cases. In the approach
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Scenario Reoptimisation under Data
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ules guarantee that the solution in
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manager would have made if he had a
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Reliable and Valid Identification o
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* add n i−1 mi m j k = ∑∑ add
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4.4 Differences between scenarios f
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SIMULATING GLOBAL FEEDBACKS BETWEEN
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structures towards a service and in
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0. 0 0 selected 20 [cm]. The impact
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0.00 0.00 SRES storylines A2 and B1
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Principles of Human-Environment Sys
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Within each hierarchy level, insigh
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is not considered see Schleiss and
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Addressing Sustainability, HIV-AIDS
- Page 289 and 290:
where K1 and K2 represent capital v
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Hellmuth, M.E. and Sanderson, W.C.
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Modelling Biocomplexity in the Tisz
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(1934 - 1964) to almost every other
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Adaptive Management (AM), offers a
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4. ACKNOWLEDGMENTS This paper benef
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Directly or indirectly, small estua
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80° ´ 25°25´ 80°50´ 45 80° 4
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ary conditions for SICS, the combin
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eplacement, local coexistence is im
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ate. This figure shows the distinct
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promote the coexistence by promotin
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asic premise of direct energy-matte
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ecombination, if the randomly-chose
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parameter value 2.5 2 1.5 1 0.5 0 0
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and for agricultural irrigation. Th
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The relationship between the occurr
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Junqueira, I. C. 1995. Aplicação
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extensively studied from mathematic
- Page 327 and 328:
(c x and c y ), and fix the other p
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population: the lattice Lotka-Volte
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hectares, and it has been divided o
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• Moore Neighborhood (Zeigler et
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parameter estimation from gap model
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This paper describes the challenges
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proportional historical changes for
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Dale, M., Dale, P., & Edgoose, T.,
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steady-state densities. In the simu
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population size of male in stable e
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were necessary for persistence. Hen
- Page 349 and 350:
significant advantages, especially
- Page 351 and 352:
species (Figure 1e). Therefore, in
- Page 353 and 354:
Advantages of positive phototaxis m
- Page 355 and 356:
during the growing season of winter
- Page 357 and 358:
expected value [Conover, 1980]. Thi
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6. REFERENCES Blower, S.M., and H.
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usually show that the outcomes are
- Page 363 and 364:
Figure 2. Temporal dynamics of ten
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The lattice size (500 × 500) in ou
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877
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879
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881
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Implications of processing spatial
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4. RESULTS AND DISCUSSION 4.1. Poss
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exfiltration runoff, which is initi
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Generic process-based plant models
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2.3 Process-based models In process
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Vertical extent (m) 0 2 4 6 8 10 Ex
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The role of local spatial heterogen
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At the beginning of a model day, al
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elative to mortality during the act
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MacArthur, R.H., Geographical ecolo
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a) IBM simulations Snapshot occupan
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¢ (egg - larva - adult) and non-ov
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J i can be calculated as a function
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2.1. The spatio-temporal tree migra
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[van der Knaap and Ammann, 1997] fr
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e.g. the overwhelming dominance of
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taken into account, including repro
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4. SIMULATION RESULTS A simulation
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Hunter, M.D., Landscape structure,
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is three-level scheme of spatial di
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50.5 Jun- Jun- Jun- Jun- Jun- Jun-
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Figure 7 shows a map of the additio
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Ecoregion Classification Using a Ba
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3. 1 Models In many situations stat
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out in a GIS with custom tools to a
- Page 423 and 424:
Assessing management systems for th
- Page 425 and 426:
3. CASE STUDY: LEY LANDSCAPE IN THE
- Page 427 and 428:
foliatum would benefit from rototil
- Page 429 and 430:
Forecasting UV Index by NEOPLANTA M
- Page 431 and 432:
̄ ̄ is SCIAMACHY spectrometer mea
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10 8 YANKEE UVB-1 NEOPLANTA in Figu
- Page 435 and 436:
Mathematical Models for Gene Flow f
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function f ( u, φ) fϕ ( φ) f ( u
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c wind A 1 0.75 0.5 0.25 0 0 20 40
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Simulation of Herbicide Transport i
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umn. From the water table to the so
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6. CONCLUSIONS In conclusion, the m
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2 THE WIND EXTRAPOLATION Following
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Figure 3: Concentration of pollutio
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tional Symposium and exhibition on
- Page 453 and 454:
˺ is and water interface. Therefor
- Page 455 and 456:
has is =8·τ K m−t 2 = ⋅ n1
- Page 457 and 458:
Glud data were collected on a rough
- Page 459 and 460:
Gualtieri C. (2001). Dimensionless
- Page 461 and 462:
This paper presents a spatially-dis
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transport capacity of the rill flow
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kgP/ha/d kgP/ha/d kgP/ha/d kgP/ha/d
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A probabilistic modelling concept f
- Page 469 and 470:
necessary to generate flood hydrogr
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emphasises the key role of upstream
- Page 473 and 474:
scenarios. Natural Hazards, Special
- Page 475 and 476:
monodimensional advection-dispersio
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C r,0, t) = C H( t); ( 0 C( r, x,0)
- Page 479 and 480:
Factor comparison Fischer distribut
- Page 481 and 482:
PTF [Hodnett and Tomasella (2002)].
- Page 483 and 484:
Survey measurements showed that soi
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Different geographic regions around
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̊ ̍ with ̊ ̌ as Section 2 inclu
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̌ ̅ ˻ iterative procedure for th
- Page 491 and 492:
proposed method using more specific
- Page 493 and 494:
Pollution Act 1974. The Water Act o
- Page 495 and 496:
ecological sensitivity at each AP i
- Page 497 and 498:
Environment Agency. Managing Water
- Page 499 and 500:
own data processing modules can be
- Page 501 and 502:
(α). This is based on the simple,
- Page 503 and 504:
1 Headwater P load KS statistic Phy
- Page 505 and 506:
were used to examine the cost chang
- Page 507 and 508:
In the Goulburn and Murrumbidgee ca
- Page 509 and 510:
Fig. 5. Spatial distribution of inv
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Appropriate Accuracy of Models for
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are 2 MODEL BASE 2.1 Floodplain Eco
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Figure 3. Percentage of years with
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River Basin Management Plans and De
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the multidimensional data stored in
- Page 521 and 522:
the form of DPS chains and used by
- Page 523 and 524:
Introducing River Modelling in the
- Page 525 and 526:
Impacts computed. This augmented DP
- Page 527 and 528:
2) Quality data, either from the ri
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Sensitivity Analysis of a Network-B
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approximately by noting the output
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45 40 35 30 Analytical Value 10% Pe
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Dealing with unidentifiable sources
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is The threshold value can be defin
- Page 539 and 540:
(a) Figure 5: Confidence regions fo
- Page 541 and 542:
Assessing SWAT model performance in
- Page 543 and 544:
Load reduction target Yläneenjoki
- Page 545 and 546:
nutrient leaching should occur, whi
- Page 547 and 548:
Assessing the Effects of Agricultur
- Page 549 and 550:
fields 2.7% of the catchment area [
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Q [m 3 s -1 ] 600 400 Observed Simu
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vironment being sidelined? Land Use
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nutrient cycling (nitrogen, N and p
- Page 557 and 558:
egional evapotranspiration. Here on
- Page 559 and 560:
Coupling Surface And Ground Water P
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influential, both SWRRB and ALHyMUS
- Page 563 and 564:
30 25 20 SWAP SWRRB ALHyMUS a 15 10
- Page 565 and 566:
Investigating Spatial Pattern Compa
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The size of the neighbourhood is re
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variance as the event, simulations
- Page 571 and 572:
Reduced Models of the Retention of
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́ ́ forcings, while the anthropog
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independent of the mineralisation r
- Page 577 and 578:
The Evaluation of Uncertainty Propa
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experience of the modeller. Automat
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Figure 2 and 3. Simulation of nitra
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Index of authors Ablan M. .........
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Mijatovic ′ Z. ..................