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. 2013 Mar;51(3):586-601.
doi: 10.1007/s00267-012-0010-8. Epub 2013 Jan 19.

Adaption to extreme rainfall with open urban drainage system: an integrated hydrological cost-benefit analysis

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Adaption to extreme rainfall with open urban drainage system: an integrated hydrological cost-benefit analysis

Qianqian Zhou et al. Environ Manage. 2013 Mar.

Abstract

This paper presents a cross-disciplinary framework for assessment of climate change adaptation to increased precipitation extremes considering pluvial flood risk as well as additional environmental services provided by some of the adaptation options. The ability of adaptation alternatives to cope with extreme rainfalls is evaluated using a quantitative flood risk approach based on urban inundation modeling and socio-economic analysis of corresponding costs and benefits. A hedonic valuation model is applied to capture the local economic gains or losses from more water bodies in green areas. The framework was applied to the northern part of the city of Aarhus, Denmark. We investigated four adaptation strategies that encompassed laissez-faire, larger sewer pipes, local infiltration units, and open drainage system in the urban green structure. We found that when taking into account environmental amenity effects, an integration of open drainage basins in urban recreational areas is likely the best adaptation strategy, followed by pipe enlargement and local infiltration strategies. All three were improvements compared to the fourth strategy of no measures taken.

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Figures

Fig. 1
Fig. 1
The stepwise procedure of the cross-disciplinary framework for evaluating the alternative adaptation strategies
Fig. 2
Fig. 2
Location of the survey area of Risskov (a) and a close overview of Risskov (b)
Fig. 3
Fig. 3
Examples of three of the adaptation options: a Pipe enlargement, b infiltration trenches, and c recreational basins (Arkil ; CCA 2012)
Fig. 4
Fig. 4
Simulation of inundated extent and depth using Mike Urban and Mike Flood software package
Fig. 5
Fig. 5
Illustration of a pipe enlargement, b infiltration, c OUDS 1, and d OUDS 2. The figures show where measures are suggested for tested adaptation scenarios based on an optimization of costs and benefits

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