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Design Example: Analyzing Capacity Contours for Flood Risk Assessment01:17

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Flood risk assessment involves careful planning and analysis to ensure the safety of communities near water retention structures. Capacity contours are a vital tool in this process, as they illustrate the potential spread of water at specific levels in a given area. In the context of building a bund across a small valley, these contours play a critical role in evaluating the safety of nearby residential areas.In this example, the bund is intended to store stormwater in the valley. The engineers...
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Decision making in flood risk based storm sewer network design.

S A Sun1, S Djordjević, S T Khu

  • 1University of Lyon, 69621 Villeurbanne cedex, France. siao.sum@insa-lyon.fr

Water Science and Technology : a Journal of the International Association on Water Pollution Research
|November 8, 2011
PubMed
Summary

This study explores decision-making for storm sewer network design, integrating flood risk and cost using multi-objective optimization. Different risk criteria lead to varied optimal designs, highlighting the importance of selection methods.

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Area of Science:

  • Environmental Engineering
  • Urban Hydrology
  • Risk Management

Background:

  • Storm sewer network design traditionally relies on predefined design storms.
  • Flood risk assessment is crucial, combining flood consequences and probabilities.
  • Integrating flood risk into design decisions is an ongoing challenge.

Purpose of the Study:

  • To explore decision-making processes for flood risk-based storm sewer network design.
  • To propose a multi-objective optimization approach for balancing construction cost and flood risk.
  • To investigate and compare various risk-based decision criteria.

Main Methods:

  • Multi-objective optimization to identify the Pareto front of optimal designs.
  • Application of traditional design storm criteria.
  • Investigation and application of expected flood risk, Hurwicz, and stochastic dominance criteria.
  • Comparative analysis of different decision-making criteria on a sample network.

Main Results:

  • The Pareto front provides a range of designs optimizing cost and flood risk.
  • Different risk-based criteria yield distinct optimal design selections.
  • The effectiveness of the proposed procedure is demonstrated on a case study.

Conclusions:

  • Flood risk-informed design requires careful consideration of decision-making criteria.
  • The choice of criterion significantly influences the selected storm sewer network design.
  • The proposed framework effectively integrates multi-objective optimization and risk-based decision analysis.