ABSTRACT

Urbanization is responsible for the alteration of the hydrologic flow regime, which, associated with the increase in frequency and intensity of storms caused by climate change, threatens the sustainability of urban stormwater systems. Low impact development (LID) are stormwater control measures designed to alleviate the impacts of urbanization and climate change by restoring the pre-development hydrologic characteristics of urban watersheds. More recent advancements in computation, communication, and sensing offer the opportunity for LID stormwater control measures to be monitored in real time with high-resolution data, which objectively assesses how the systems are performing. To achieve this goal, this study showcases a scalable, cost-effective monitoring framework suitable for the concept of digital twins, which are digital representations of systems states in real time. Such a framework has several benefits, including forecast and feedback for real-time operations. The proposed methodology uses ESP32 microcontrollers and open-source software for data collection, transmission, and analysis, such as data validation and sensor error detection. The study explores the integration of digital twins with four permeable pavement LID parking lots located on top of the Edwards Aquifer’s recharge zone, a major water source for South-Central Texas. The findings suggest that the LID control measures integrated with the digital twin framework can enhance systems operation, paving the way for smarter, more sustainable urban stormwater systems.

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Go to World Environmental and Water Resources Congress 2024
World Environmental and Water Resources Congress 2024
Pages: 254 - 267

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Published online: May 16, 2024

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José A. T. Brasil [email protected]
1School of Civil and Environmental Engineering, and Construction Management, Univ. of Texas at San Antonio, San Antonio, TX. Email: [email protected]
Marcio H. Giacomoni, Ph.D., P.E. [email protected]
2School of Civil and Environmental Engineering, and Construction Management, Univ. of Texas at San Antonio, San Antonio, TX. Email: [email protected]
A. T. Papagiannakis, Ph.D., P.E., F.ASCE [email protected]
3School of Civil and Environmental Engineering, and Construction Management, Univ. of Texas at San Antonio, San Antonio, TX. Email: [email protected]
Drew Johnson, Ph.D., P.E. [email protected]
4School of Civil and Environmental Engineering, and Construction Management, Univ. of Texas at San Antonio, San Antonio, TX. Email: [email protected]
Vida Mohagheghpour [email protected]
5School of Civil and Environmental Engineering, and Construction Management, Univ. of Texas at San Antonio, San Antonio, TX. Email: [email protected]
Christy Tupas [email protected]
6School of Civil and Environmental Engineering, and Construction Management, Univ. of Texas at San Antonio, San Antonio, TX. Email: [email protected]
Eduardo M. Mendiondo, Ph.D. [email protected]
7Dept. of Hydraulic Engineering and Sanitation, São Carlos School of Engineering, Univ. of São Paulo, São Carlos, SP, Brazil. Email: [email protected]

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