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Resilience of integrated urban water systems

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Academic year: 2020

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Figure

Table 2 Input data related to water demands and runoff modelling
Fig. 1. Recovery rate resilience indicators of different strategies: (1) BAU; (2)  RWH(0.048MCM); (3) RWH(0.12MCM); (4) RWH(0.24MCM); (5) RWH(0.48MCM); (6) GWR(0.00975MCM); (7) GWR(0.0195MCM); (8) GWR(0.039MCM); (9) GWR(0.078MCM)
Fig. 2. Severity-related resilience indicators (%) of different strategies: (1) BAU; (2) RWH(0.048MCM); (3) RWH(0.12MCM); (4) RWH(0.24MCM); (5) RWH(0.48MCM); (6) GWR(0.00975MCM); (7) GWR(0.0195MCM); (8) GWR(0.039MCM); (9) GWR(0.078MCM)
Fig. 3. Variations of runoff generated and conveyance capacity of sewer system over the  first five years in three strategies of BAU (upper graph), RWH with 0.48 MCM capacity (middle graph) and GWR with 0.078 MCM (lower graph)

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