Modeling solute transport in distribution networks with variable demand and time step sizes.

Conference · Tue Jun 01 04:00:00 EDT 2004

OSTI ID:957244

Peyton, Chad E; Bilisoly, Roger Lee; Buchberger, Steven G ^[1]; McKenna, Sean Andrew; Yarrington, Lane

---

1. University of Cincinnati, Cincinnati, OH

The effect of variable demands at short time scales on the transport of a solute through a water distribution network has not previously been studied. We simulate flow and transport in a small water distribution network using EPANET to explore the effect of variable demand on solute transport across a range of hydraulic time step scales from 1 minute to 2 hours. We show that variable demands at short time scales can have the following effects: smoothing of a pulse of tracer injected into a distribution network and increasing the variability of both the transport pathway and transport timing through the network. Variable demands are simulated for these different time step sizes using a previously developed Poisson rectangular pulse (PRP) demand generator that considers demand at a node to be a combination of exponentially distributed arrival times with log-normally distributed intensities and durations. Solute is introduced at a tank and at three different network nodes and concentrations are modeled through the system using the Lagrangian transport scheme within EPANET. The transport equations within EPANET assume perfect mixing of the solute within a parcel of water and therefore physical dispersion cannot occur. However, variation in demands along the solute transport path contribute to both removal and distortion of the injected pulse. The model performance measures examined are the distribution of the Reynolds number, the variation in the center of mass of the solute across time, and the transport path and timing of the solute through the network. Variation in all three performance measures is greatest at the shortest time step sizes. As the scale of the time step increases, the variability in these performance measures decreases. The largest time steps produce results that are inconsistent with the results produced by the smaller time steps.

• Research Organization: Sandia National Laboratories
• Sponsoring Organization: USDOE
• DOE Contract Number: AC04-94AL85000
• OSTI ID: 957244
• Report Number(s): SAND2004-3107C
• Country of Publication: United States
• Language: English

Related Subjects

42 ENGINEERING
DISTRIBUTION
HYDRAULICS
LAGRANGIAN FUNCTION
PERFORMANCE
REMOVAL
REYNOLDS NUMBER
SIMULATION
SOLUTES
TANKS
TRANSPORT
WATER
WATER SUPPLY