Abstract

EPANET is widely employed to simulate water quality in water distribution systems. However, in general, the time-driven simulation approach used to determine concentrations of water-quality constituents provides accurate results only for short water-quality time steps. Overly long time steps can yield errors in concentration estimates and can result in situations in which constituent mass is not conserved. The use of a time step that is sufficiently short to avoid these problems may not always be feasible. The absence of EPANET errors or warnings does not ensure conservation of mass. This paper provides examples illustrating mass imbalances and explains how such imbalances can occur because of fundamental limitations in the water-quality routing algorithm used in EPANET. In general, these limitations cannot be overcome by the use of improved water-quality modeling practices. This paper also presents a preliminary event-driven approach that conserves mass with a water-quality time step that is as long as the hydraulic time step. Results obtained using the current approach converge, or tend to converge, toward those obtained using the preliminary event-driven approach as the water-quality time step decreases. Improving the water-quality routing algorithm used in EPANET could eliminate mass imbalances and related errors in estimated concentrations. The results presented in this paper should be of value to those who perform water-quality simulations using EPANET or use the results of such simulations, including utility managers and engineers.

Highlights

  • EPANET (Rossman, 2000; US Environmental Protection Agency (EPA), 2017a) is the standard software used for simulating water quality in a water distribution system (WDS)

  • The results presented here demonstrate that substantial mass imbalances can occur during EPANET waterquality simulations

  • Imbalances can occur when modeling water quality, even for water-quality time steps considerably shorter than those commonly used with EPANET and that are consistent with good modeling practices

Read more

Summary

Introduction

EPANET (Rossman, 2000; US EPA, 2017a) is the standard software used for simulating water quality in a water distribution system (WDS). EPANET uses the Lagrangian time-driven simulation method for water-quality routing in a network discussed in (Rossman and Boulos, 1996). For example the use of parallel processing and graphics processing units (Wu, 2014), can be expected, the approach currently used in EPANET can be, and will likely remain, computationally challenging because of the possibility of a large number of links in a network and the need to use a short time step to minimize concentration errors. Some pipes can be short, have a high flow rate, and require only a short time for a water parcel to move through them This transit time can be too small to be practical for use as a water-quality time step in a simulation. The preliminary event-driven algorithm discussed here is included as an option in the current version of TEVA-SPOT (TEVA-SPOTInstaller-2.3.2-MSXb-20170110-DEV) and is being made available to EPANET developers to obtain community support and assistance with improving and evaluating the algorithm

Methods
Results
Discussion
Conclusion
Full Text
Published version (Free)

Talk to us

Join us for a 30 min session where you can share your feedback and ask us any queries you have

Schedule a call