Residual Chlorine in the Extremities of the Drinking Water Distribution System: The Influence of Stochastic Water Demands
暂无分享,去创建一个
[1] Francis A. DiGiano,et al. Bacterial Regrowth in Drinking Water Distribution Systems: A Comparison of Durham and Raleigh , 2000 .
[2] Richard A. Brown,et al. DBP formation kinetics in a simulated distribution system. , 2001, Water research.
[4] Zoran Kapelan,et al. Water Quality Model Calibration under Unknown Demands , 2008 .
[5] Bryan W. Karney,et al. Modeling Low Velocity/High Dispersion Flow in Water Distribution Systems , 1996 .
[6] M. F K Pasha,et al. Effect of parameter uncertainty on water quality predictions in distribution systems-case study , 2010 .
[7] E. R. Krishnan,et al. Chlorine fate and transport in distribution systems: Experimental and modeling studies , 2010 .
[8] R. Clark. CHLORINE DEMAND AND TTHM FORMATION KINETICS: A SECOND-ORDER MODEL , 1998 .
[9] J. C. van Dijk,et al. Simulating Nonresidential Water Demand with a Stochastic End-Use Model , 2013 .
[10] G. Kastl,et al. A suitable model of combined effects of temperature and initial condition on chlorine bulk decay in water distribution systems. , 2012, Water research.
[11] J. V. Dijk,et al. A bottom-up approach of stochastic demand allocation in water quality modelling , 2010 .
[12] J. V. Dijk,et al. A bottom-up approach of stochastic demand allocation in a hydraulic network model: a sensitivity study of model parameters , 2011 .
[13] James G Uber,et al. A reactive species model for chlorine decay and THM formation under rechlorination conditions. , 2003, Water research.
[14] W. Grayman,et al. Kinetics of chlorine decay , 1997 .
[15] E. J. Pieterse-Quirijns,et al. Modeling temperature in the drinking water distribution system , 2013 .