Closure to “Lagrangian Method to Model Advection-Dispersion-Reaction Transport in Drinking Water Pipe Networks” by Feng Shang, Hyoungmin Woo, Jonathan B. Burkhardt, and Regan Murray-Reference-Cited by-同舟云学术

Closure to “Lagrangian Method to Model Advection-Dispersion-Reaction Transport in Drinking Water Pipe Networks” by Feng Shang, Hyoungmin Woo, Jonathan B. Burkhardt, and Regan Murray

Published:2023-01 Issue:1 Volume:149 Page:
ISSN:0733-9496
Container-title:Journal of Water Resources Planning and Management
language:en
Short-container-title:J. Water Resour. Plann. Manage.

Author:

Shang Feng¹,Woo Hyoungmin²,Burkhardt Jonathan B.³^ORCID,Murray Regan⁴

Affiliation:

1. Environmental Engineer, Drinking Water Management Branch, Water Infrastructure Division, Center for Environmental Solutions and Emergency Response, US Environmental Protection Agency, 26 W. Martin Luther King Dr., Cincinnati, OH 45268 (corresponding author).

2. Engineer, Water Quality & Treatment Division, Greater Cincinnati Water Works, 5651 Kellogg Ave., Cincinnati, OH 45230.

3. Environmental Engineer, Drinking Water Management Branch, Water Infrastructure Division, Center for Environmental Solutions and Emergency Response, US Environmental Protection Agency, 26 W. Martin Luther King Dr., Cincinnati, OH 45268. ORCID:

4. Division Director, Water Infrastructure Division, Center for Environmental Solutions and Emergency Response, US Environmental Protection Agency, 26 W. Martin Luther King Dr., Cincinnati, OH 45268.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Management, Monitoring, Policy and Law,Water Science and Technology,Geography, Planning and Development,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29WR.1943-5452.0001617

Reference8 articles.

1. Water quality modeling in the dead end sections of drinking water distribution networks

2. Modeling Low Velocity/High Dispersion Flow in Water Distribution Systems

3. Exact analysis of unsteady convective diffusion

4. Residence Time Distributions for Turbulent, Critical, and Laminar Pipe Flow

5. Shear dispersion and residence time for laminar flow in capillary tubes