2019
DOI: 10.1016/j.scitotenv.2019.07.059
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Engaging stakeholders in the assessment of NBS effectiveness in flood risk reduction: A participatory System Dynamics Model for benefits and co-benefits evaluation

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Cited by 100 publications
(56 citation statements)
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“…The FEV is the area indicated between the discharge at the threshold Q T (indicated by the horizontal dotted line) and discharge rates (the solid curve). Using (2), the FEV integrates to V e ≈ (9.34 ± 1.50) Mm 3 ≈ (2161 × 2161 × 2) m 3 (9) or, equivalently, the capacity of a square lake with sides of length 2161 m and depth 2 m; this figure is approximately 1.5 and 1.2 times the crude, quick estimates in (7) and 8, respectively. Note that the estimates (7) and (8) are first-order approximations because the relationship between river level and discharge rate as encoded in the rating curve is nonlinear, in contrast to the linear rating-curve assumption used in (4).…”
Section: Data: Fev Revisited For the River Aire Boxing Day 2015 Floodmentioning
confidence: 99%
See 2 more Smart Citations
“…The FEV is the area indicated between the discharge at the threshold Q T (indicated by the horizontal dotted line) and discharge rates (the solid curve). Using (2), the FEV integrates to V e ≈ (9.34 ± 1.50) Mm 3 ≈ (2161 × 2161 × 2) m 3 (9) or, equivalently, the capacity of a square lake with sides of length 2161 m and depth 2 m; this figure is approximately 1.5 and 1.2 times the crude, quick estimates in (7) and 8, respectively. Note that the estimates (7) and (8) are first-order approximations because the relationship between river level and discharge rate as encoded in the rating curve is nonlinear, in contrast to the linear rating-curve assumption used in (4).…”
Section: Data: Fev Revisited For the River Aire Boxing Day 2015 Floodmentioning
confidence: 99%
“…Using (2), the FEV integrates to V e ≈ (9.34 ± 1.50) Mm 3 ≈ (2161 × 2161 × 2) m 3 (9) or, equivalently, the capacity of a square lake with sides of length 2161 m and depth 2 m; this figure is approximately 1.5 and 1.2 times the crude, quick estimates in (7) and 8, respectively. Note that the estimates (7) and (8) are first-order approximations because the relationship between river level and discharge rate as encoded in the rating curve is nonlinear, in contrast to the linear rating-curve assumption used in (4). Note also that, considering that most rating curves are concave upward when plotted (as in Figure 4), the deviation from the linear estimate used in (7) and (8) would result in an underestimation of FEV when using these equations.…”
Section: Data: Fev Revisited For the River Aire Boxing Day 2015 Floodmentioning
confidence: 99%
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“…There is no straightforward strategy to elicit, collect, and structure citizen knowledge, experience, and perception, nor to improve their awareness of a problematic situation. Several approaches and methodologies is still being explored, although growing debates exist toward promoting stakeholders' engagement, with mixed results [27]. These suggestions are increasing effectively today addressed within the field of participatory modelling techniques (PMT) (see a brief review in the Section 4).…”
Section: Introductionmentioning
confidence: 99%
“…Bouzid et al (2013) noted the absence of systematic reviews of the effectiveness of interventions to reduce health impacts from climate change especially regarding floods. Some models of benefits from flood control have also omitted health (Pagano et al 2019). The study by Houghton and Castillo-Salgado (2017) on health benefits of green building design and community resilience to flooding constitutes one of the few cases where these aspects have been systematically evaluated.…”
Section: Introductionmentioning
confidence: 99%