An Ensemble of Methods for Determining the Efficiency of Curb Inlets for Green Stormwater Infrastructure

Author:

Hosseiny Hossein1ORCID,Ampomah Richard2ORCID,Fares Madhat3,Cotugno Angela3,Wadzuk Bridget4ORCID,Smith Virginia5ORCID

Affiliation:

1. Research Assistant, Dept. of Civil and Environmental Engineering, Villanova Univ., Villanova, PA 19085; Postdoctoral Research Associate, Dept. of Earth and Planetary Sciences, Washington Univ. in St. Luis, St. Luis, MO 63130 (corresponding author). ORCID: .

2. Research Assistant, Dept. of Civil and Environmental Engineering, Villanova Univ., Villanova, PA 19085. ORCID: .

3. Research Assistant, Dept. of Civil and Environmental Engineering, Villanova Univ., Villanova, PA 19085.

4. Professor, Dept. of Civil and Environmental Engineering, Villanova Univ., Villanova, PA 19085. ORCID: .

5. Assistant Professor, Dept. of Civil and Environmental Engineering, Villanova Univ., Villanova, PA 19085. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Management, Monitoring, Policy and Law,Water Science and Technology

Reference43 articles.

1. Three-Dimensional Numerical Modeling of Urban Green Stormwater Infrastructure Curb Inlets

2. A regression-based prediction model of suspended sediment yield in the Cuyahoga River in Ohio using historical satellite images and precipitation data;Ampomah R.;Water,2020

3. Ansys. 2013. “Ansys Fluent.” Accessed October 10 2019. https://www.ansys.com/products/fluids/ansys-fluent.

4. Ansys. 2017. Ansys (R) Workbench, release 18.1, ANSYS documentation. Canonsburg, PA: Ansys.

5. Banasik K. A. and A. G. Hejduk. 2014. “Ratio of basin lag times for runoff and sediment yield processes recorded in various environments.” In Vol. 367 of Proc. IAHS-AISH 163–169. https://doi.org/10.5194/piahs-367-163-2015.

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