Experimental Verification of Incomplete Solute Mixing in a Pressurized Pipe Network with Multiple Cross Junctions

Water quality models based on accurate mixing data at cross junctions are important for estimating concentrations of chemical species in municipal water distribution systems. Recent studies indicate that the instantaneous complete (thus “perfect”) mixing assumption potentially can result in an erroneous prediction of water quality. The present study examines the updated “incomplete” solute mixing model at cross junctions in a network having multiple cross junctions. The model performance in predicting solute transport was evaluated through a series of tracer experiments in a pressurized 5×5 network with 9 cross junctions. The perfect mixing model consistently overestimated solute dilution at cross junctions and predicted evenly distributed solute concentration throughout the network. In contrast, the incomplete mixing model demonstrated uneven distribution patterns with a distinct solute plume, and the corresponding results were significantly more accurate than those based on the perfect mixing assumption...

[1]  Christopher Y. Choi,et al.  Mixing at Cross Junctions in Water Distribution Systems. I: Numerical Study , 2008 .

[2]  High-Fidelity Simulation of the Influence of Local Geometry on Mixing in Crosses in Water Distribution Systems , 2007 .

[3]  C. Y. Choi,et al.  DEVELOPMENT OF A COMPREHENSIVE SOLUTE MIXING MODEL (AZRED) FOR DOUBLE-TEE, CROSS AND WYE JUNCTIONS , 2009 .

[4]  Lorenz T. Biegler,et al.  Contamination Source Determination for Water Networks , 2005 .

[5]  Lorenz T. Biegler,et al.  Mixed-Integer Approach for Obtaining Unique Solutions in Source Inversion of Water Networks , 2006 .

[6]  Stephen W. Webb,et al.  HIGH FIDELITY COMPUTATIONAL FLUID DYNAMICS FOR MIXING IN WATER DISTRIBUTION SYSTEMS , 2008 .

[7]  Christopher Y. Choi,et al.  Transport Phenomena at Intersections of Pressurized Pipe Systems , 2008 .

[8]  Sean Andrew McKenna,et al.  Experimental determination of solute mixing in pipe joints. , 2007 .

[9]  Glenn E. Hammond,et al.  A Comparison of Navier Stokes and Network Models To Predict Chemical Transport In Municipal Water Distribution Systems. , 2005 .

[10]  Kevin E Lansey,et al.  Discussion of “Mixed-Integer Approach for Obtaining Unique Solutions in Source Inversion of Water Networks” by Carl D. Laird, Lorenz T. Biegler, and Bart G. van Bloemen Waanders , 2007 .

[11]  Steven G. Buchberger,et al.  Axial Dispersion in a Pressurized Pipe under Various Flow Conditions , 2009 .

[12]  Christopher Y. Choi,et al.  Mixing at Cross Junctions in Water Distribution Systems. II: Experimental Study , 2008 .