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General Framework for Scenario Analysis

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Title: General Framework for Scenario Analysis


1
General Framework for Scenario Analysis
EVK3-CT-2002-0084
2
INTRODUCTION
Scenario A coherent, internally consistent and
plausible description of a possible future state
of the system under investigation
  • Scenario characteristics typology (EEA, 2000)
  • Forecasting scenarios study future alternative
    development
  • Backcasting scenarios Describe the desired
    future and explore strategies to reach the
    desired goals
  • Descriptive scenarios set out a sequenced set
    of possible events in a neutral way
  • Normative scenarios incorporate different
    interests, values and ethics
  • Quantitative scenarios Computable model-based
    exercises
  • Qualitative scenarios rely solely on narratives
  • Trend (Bussines As Usual) scenarios
    extrapolation of current trends
  • Extreme scenarios incorporate unlike and/or
    extreme evants and their consequences

3
  • GENERAL SCENARIOS
  • BUSSINES AS USUAL (BAU), which is based on the
    assumption of the continuation of current trends
    into future. In this case prevailing trends will
    be allowed to continue without major
    intervention.
  • POLICY TARGETS (PT), which is based on the
    assumption that in the future all current
    regulatory standards and targets will be met.
    This is equivalent to the implementation of the
    Water Framework Directive with all its
    requirements.
  • DEEP GREEN (DG), which is based on the
    assumption that there is a shift in EU society
    towards environmental conservation goals in
    preference to economic growth-related objectives.
    In this case, the goal will be the
    re-establishment of pristine conditions subject
    to the historical legacies.

From EUROCAT Project
4
THRESHOLDS project
Non-linear cause-effect relationship between
driver and state
Corridors of Sustainability
EUROCAT project
5
DPSIR Framework Analysis for DITTY sites
6
DPSIR Framework Analysis for DITTY sites
Relevant watershed driving forces and impacts
7
DPSIR Framework Analysis for DITTY sites
Relevant lagoon driving forces and impacts
8
Linking Scenario Analysis to Models
9
Scenario Analysis Quantification
  • Effects of nutrient loads, Catchment modelling

Joint investigation by modellers and social
scientists to study the feasibility,
effectiveness and practicability of changing
loads and quality improvements, together with
enabling measures and instruments (e.g. improved
sewage treatment altered agricultural practices,
fertiliser taxes, etc.)
10
Scenario Analysis Quantification
  • Effects of nutrient loads, coastal lagoon
    modelling results

11
Scenario Analysis Quantification
  • Bacteria of sanitary concern, Catchment modelling
  • Bacteria of sanitary concern, lagoon modelling

Bacteria concentration will serve as a forcing
function in the lagoon model or as a source into
the lagoon.
12
Scenario Analysis Quantification
  • Climate Change, Catchment modelling

A climate change scenario assuming the indicated
timeframe in the WFD (2015) will be generated for
each lagoon taking into account long term climate
variation, i.e.increase in air temperature and
precipitation variability, from the IPPC (Europe)
by modifying weather time series. All the other
scenarios will use this synthetic weather time
series (check if SWAT can be do it)
13
PRedICT Description(A GIS-DSS for Watershed
Management,)
  • PRedICT (Pollution Reduction Impact Comparison
    Tool) was developed as a companion software tool
    for use with AVGWLF

http//www.orser.psu.edu/gissupport/predict.htm
14
  • PRedICT evaluates the implementation of both
    agricultural and non-agricultural pollution
    reduction strategies at the watershed level.
  • This tool allows the user to create various
    scenarios for future conditions that reflect
    the use of different pollution reduction
    strategies such as agricultural and urban best
    management practices (BMPs).
  • PredICT can evaluate the conversion of septic
    systems to centralized wastewater treatment, and
    upgrading of treatment plants from primary to
    secondary to tertiary.
  • A rather simple cost-accounting approach is used
    to estimate load reductions and their associated
    costs.
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