Minimizing Urban Flooding by Optimal Design of Drainage System Using Sequential Least Squares Quadratic Programming and Spatial Datasets

Authors

  • James O. Ekeh MKJHA Consulting, USA
  • Manoj K. Jha Department of Information Technology, University of Maryland Global Campus, USA https://orcid.org/0000-0001-7351-4764

DOI:

https://doi.org/10.47852/bonviewJCCE42022507

Keywords:

urban flooding, stormwater runoff, storm-drain system deficiency, nonlinear optimization, sequential least squares quadratic programming (SLSQP)

Abstract

Urban flooding is caused due to poor drainage design and excessive rain. It severely affects the road infrastructure. Existing hydrologic software tools to examine the extent of urban flooding primarily require walking through a series of manual steps and address each study area individually, preventing a collective review of poor storm-drains in an efficient manner. Previous methods for optimal drainage design were inefficient and lacked the ability of solving the underlying optimization problem due to the inherent nonlinearity of the decision variables. In this paper, we develop a nonlinear optimization formulation to minimize urban flooding using underground pipe size as a decision variable. We propose a solution algorithm using sequential least squares quadratic programming and spatial datasets. The proposed method eliminates the need to examine each study area manually using existing hydrologic tools. An example using the storm-drain system for the Baltimore County is performed. The results show that the model is effective in identifying storm-drain deficiencies and correcting them by choosing appropriate storm-drain inlet types to minimize flooding. Future works may include using large datasets and a more sophisticated modeling approach for estimating rainfall intensity based on extreme weather patterns. The method can be applied to other jurisdictions if relevant hydrological and underdrain piping network data were available.

 

Received: 23 January 2024 | Revised: 26 February 2024 | Accepted: 7 March 2024

 

Conflicts of Interest

Manoj K. Jha is an Associate Editor for Journal of Computational and Cognitive Engineering, and was not involved in the editorial review or the decision to publish this article. The authors declare that they have no conflicts of interest to this work.

 

Data Availability Statement

The data that support the findings of this study are openly available in ESRI's ArcGIS portal at http://www.arcgis.com using the following code: Storm_drain = gis.content.get(‘07d6eb057e554c51832c4f0852ecf9c0’). The data are good as of June 12, 2023 and may have changed over time.

 

Author Contribution Statement

James O. Ekeh: Conceptualization, Methodology, Software, Validation, Formal analysis, Investigation, Resources, Writing – review & editing, Visualization. Manoj K. Jha: Conceptualization, Methodology, Software, Validation, Formal analysis, Investigation, Resources, Data curation, Writing – original draft, Writing – review & editing, Visualization.

 

 


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Published

2024-03-11

Issue

Section

Research Articles

How to Cite

Ekeh, J. O. ., & Jha, M. K. . (2024). Minimizing Urban Flooding by Optimal Design of Drainage System Using Sequential Least Squares Quadratic Programming and Spatial Datasets. Journal of Computational and Cognitive Engineering. https://doi.org/10.47852/bonviewJCCE42022507