A methodology to assess sustainability of urban stormwater - - PowerPoint PPT Presentation

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A methodology to assess sustainability of urban stormwater - - PowerPoint PPT Presentation

A methodology to assess sustainability of urban stormwater management (USWM) Guido Petrucci www-yes 2009 27/10/2009 Plan Context Issues Methodology Conclusions From sewers to source control Why? Water quality concerns Urban


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A methodology to assess sustainability of urban stormwater management (USWM) Guido Petrucci

www-yes 2009 27/10/2009

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Plan

Context Issues Methodology Conclusions

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SLIDE 3

From sewers to source control

But, what is “better” to do?

  • Do sewer and source control be alternative or

complementary? Where? In which conditions?

  • Which is the good management level?

Why?

  • Water quality

concerns

  • Urban growth

 We need a tool to assess overall “sustainability” of USWM

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SLIDE 4

Sustainability assessment: issues

  • Local dependency on context
  • Variety of alternatives
  • Complexity of physical

phenomena

  • Non-technical complexity
  • Behaviour evolution over time

(in general: not enough feedbacks)

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USWM strategies Physical contexts Urban contexts

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Alternatives to compare

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Criterion m … Criterion 1 Sub-criterion n … Sub-criterion 2 Sub-criterion 1 Indicator 2 Indicator p … Indicator i … Indicator 1 Criterion m … Criterion 1 Sub-criterion n … Sub-criterion 2 Sub-criterion 1 Indicator 2 Indicator p … Indicator i … Indicator 1

Sustainability assessment: proposed methodology

  • 1. A general framework to define

sustainability

  • 2. Case studies
  • 3. Generalization

We are here!

Criteria Sub-criteria Indicators Design storm return interval storage volume (m3/ha) Response rate for superimposed critical storm durations (m3/ha/hr) Ratio of storage to contributing drainage area (ratio) Number of floods per year within catchment (1...n) Overflow frequency and duration (1...n) Discharge or throttle rate (m3/s) Uniform flow distribution (H/M/L) Flood Control Storage and flood control Length of antecedent dry periods () Pollutant concentration probability exceedance for given target levels (% exceedance for given target level) First-flush capture potential (10/15mm effective runoff treatment for all storms) (mm runoff/av storm event) Pollution Control Water quality treatment %age pollution capture for given RI storms and retention times (% capture for given RI or retention time) Design freeboard for storage and water quality change (%; m3/lifetime) Ease of retrofitting and modification (H/M/L) Costs of retrofitting and add-on structures/features (Euro (av.cost)) Potential to recycle system components/waste (H/M/L) Reliability (H/M/L) System flexibility & potential for retrofitting Capability for change over time Durability (H/M/L) Flow reduction to STP and CSOs (%; m3) Integration with existing system Reduction in stormwater flows (%; m3/ha) Operational lifetime (Years) Technical Impact on drainage system Design life Sedimentation rates and storage volume (m3/yr; % reduction in storage volume/yr)
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Methodology (1/3): A framework for sustainability

  • From DSS: an
  • bjective approach to

sustainability

  • A general to local

approach: the Christmas tree

  • Test the framework by yourself: « if
  • ne system is better than another for

all the indicators, is it more sustainable? » (The entire list is available on: www.daywater.cz)

Criteria Sub-criteria Indicators Design storm return interval storage volume (m3/ha) Response rate for superimposed critical storm durations (m3/ha/hr) Ratio of storage to contributing drainage area (ratio) Number of floods per year within catchment (1...n) Overflow frequency and duration (1...n) Discharge or throttle rate (m3/s) Uniform flow distribution (H/M/L) Flood Control Storage and flood control Length of antecedent dry periods () Pollutant concentration probability exceedance for given target levels (% exceedance for given target level) First-flush capture potential (10/15mm effective runoff treatment for all storms) (mm runoff/av storm event) Pollution Control Water quality treatment %age pollution capture for given RI storms and retention times (% capture for given RI or retention time) Design freeboard for storage and water quality change (%; m3/lifetime) Ease of retrofitting and modification (H/M/L) Costs of retrofitting and add-on structures/features (Euro (av.cost)) Potential to recycle system components/waste (H/M/L) Reliability (H/M/L) ystem flexibility & potential for retrofitting apability for change over time Technical

...…

Criteria (general, 6) ... Indicators (local, 65)

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Methodology (2/3): Case studies

Three objectives :

– Validate framework – Find models and procedures to estimate indicators – Support the generalization phase – Answer to: “what happens, in reality?”

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Methodology (3/3): Generalization

  • Crossing of:

– Definitions of sustainability – Urban contexts – Physical contexts – USWM strategies

And then run models & compare

  • How to select?

USWM strategies Physical contexts Urban contexts

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Alternatives to compare

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Criterion m … Criterion 1 Sub-criterion n … Sub-criterion 2 Sub-criterion 1 Indicator 2 Indicator p … Indicator i … Indicator 1 Criterion m … Criterion 1 Sub-criterion n … Sub-criterion 2 Sub-criterion 1 Indicator 2 Indicator p … Indicator i … Indicator 1

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Conclusions & discussion

Issues:

  • Local dependency on context
  • Variety of alternatives
  • Complexity of physical

phenomena

  • Non-technical complexity
  • Behaviour evolution over time

(in general: not enough feedbacks) In our methodology: √ Tree structures √ Combination system ? Depends on models ? Depends on case studies X we have to wait further studies, uncertainties in scenarios We are still nel mezzo del cammin... … and the methodology needs fine tuning ... … but it solves some issues! What do you think about that?