Experimental Determination of Solute Mixing in Pipe Joints

作者: Sean A. McKenna , Lee Orear , Jerome Wright

DOI: 10.1061/40927(243)487

关键词: TRACERFlow (psychology)Complete mixingInletMechanicsGeotechnical engineeringMass fractionMixing (physics)Reynolds numberJoint (geology)Chemistry

摘要: Solute mixing within water distribution systems is, in general, controlled by turbulent straight lengths of pipes as well partitioning the solute into different outlets at pipe junctions. Detailed experimental examination junctions conducted over past year shows that these does not follow often assumed rule complete and flowweighted outlet mass fractions. Experiments were using a salt solution in-line conductivity flow measurements to determine normalized fraction exiting pip is adjacent inlet carrying solution. Here, “Cross” with two meeting single point are examined. Parameters varied experiments include diameter, Reynolds numbers inputs outputs, proportions tracer ambient flowing joint. Results show largest deviations from flow-weighted assumption occur when flows nearly equal. Changing diameter increasing or decreasing all concert has relatively little effect on results. Mass-balance calculations result generally less than 3% error. When inlets quite different, results tend toward those predicted model.

参考文章(11)
Carl D. Laird, Lorenz T. Biegler, Bart G. van Bloemen Waanders, Mixed-Integer Approach for Obtaining Unique Solutions in Source Inversion of Water Networks Journal of Water Resources Planning and Management. ,vol. 132, pp. 242- 251 ,(2006) , 10.1061/(ASCE)0733-9496(2006)132:4(242)
Elizabeth C. Bristow, Kelly Brumbelow, Delay between Sensing and Response in Water Contamination Events Journal of Infrastructure Systems. ,vol. 12, pp. 87- 95 ,(2006) , 10.1061/(ASCE)1076-0342(2006)12:2(87)
Jonathan Berry, William E. Hart, Cynthia A. Phillips, James G. Uber, Jean-Paul Watson, Sensor Placement in Municipal Water Networks with Temporal Integer Programming Models Journal of Water Resources Planning and Management. ,vol. 132, pp. 218- 224 ,(2006) , 10.1061/(ASCE)0733-9496(2006)132:4(218)
Jean-Paul Watson, Harvey J. Greenberg, William E. Hart, A Multiple-Objective Analysis of Sensor Placement Optimization in Water Networks Critical Transitions in Water and Environmental Resources Management:. pp. 1- 10 ,(2004) , 10.1061/40737(2004)456
B. van Bloemen Waanders, G. Hammond, J. Shadid, S. Collis, R. Murray, A Comparison of Navier Stokes and Network Models To Predict Chemical Transport In Municipal Water Distribution Systems. World Water and Environmental Resources Congress 2005. pp. 1- 10 ,(2005) , 10.1061/40792(173)12
Nabin Khanal, Steven G. Buchberger, Sean A. McKenna, Distribution System Contamination Events: Exposure, Influence, and Sensitivity Journal of Water Resources Planning and Management. ,vol. 132, pp. 283- 292 ,(2006) , 10.1061/(ASCE)0733-9496(2006)132:4(283)
Stephen W. Webb, High-Fidelity Simulation of the Influence of Local Geometry on Mixing in Crosses in Water Distribution Systems World Environmental and Water Resources Congress 2007. pp. 1- 14 ,(2007) , 10.1061/40927(243)488
P. Romero-Gomez, C. Y. Choi, B. van Bloemen Waanders, S. McKenna, Transport Phenomena at Intersections of Pressurized Pipe Systems Eighth Annual Water Distribution Systems Analysis Symposium (WDSA). pp. 1- 20 ,(2008) , 10.1061/40941(247)155
Clifford K Ho, Leslie Orear, Jr, Jerome L Wright, Sean A McKenna, Contaminant Mixing at Pipe Joints: Comparison between Laboratory Flow Experiments and Computational Fluid Dynamics Models Eighth Annual Water Distribution Systems Analysis Symposium (WDSA). pp. 1- 18 ,(2008) , 10.1061/40941(247)153
Clifford K. Ho, Christopher Y. Choi, Sean A. McKenna, Evaluation of Complete and Incomplete Mixing Models in Water Distribution Pipe Network Simulations World Environmental and Water Resources Congress 2007. pp. 1- 12 ,(2007) , 10.1061/40927(243)486