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Attribute based intervention development for increasing resilience of urban drainage systems

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Figure

Fig. 1. Example VCSs; additional tanks provided in intervention 1 are circled For intervention 2, a 10% reduction in imperviousness is applied uniformly to every subcatchment in each VCS (e.g
Fig. 2. Relationship between a performance-based resilience indicator, distributed storage and imperviousness in the VCSs before intervention
Fig. 3. Effect of interventions on response to increased rainfall in VCS 180
Fig. 4. Effect of interventions on performance-based resilience indicators; each cross represents one VCS
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