contributor author | Damian E. Helbling | |
contributor author | Jeanne M. VanBriesen | |
date accessioned | 2017-05-08T21:41:25Z | |
date available | 2017-05-08T21:41:25Z | |
date copyright | October 2009 | |
date issued | 2009 | |
identifier other | %28asce%29ee%2E1943-7870%2E0000088.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/59480 | |
description abstract | Changes in chlorine residual concentrations in water distribution systems could be used as an indicator of microbial contamination. Consideration is given on how to model the behavior of chlorine within the distribution system following a microbial contamination event. Existing multispecies models require knowledge of specific reaction kinetics that are unlikely to be known. A method to parameterize a rate expression describing microbially induced chlorine decay over a wide range of conditions based on a limited number of batch experiments is described. This method is integrated into EPANET-MSX using the programmer’s toolkit. The model was used to simulate a series of microbial contamination events in a small community distribution system. Results of these simulations showed that changes in chlorine induced by microbial contaminants can be observed throughout a network at nodes downstream from and distant to the contaminated node. Some factors that promote or inhibit the transport of these chlorine demand signals are species-specific reaction kinetics, the chlorine concentration at the time and location of contamination, and the system’s unique demand patterns and architecture. | |
publisher | American Society of Civil Engineers | |
title | Modeling Residual Chlorine Response to a Microbial Contamination Event in Drinking Water Distribution Systems | |
type | Journal Paper | |
journal volume | 135 | |
journal issue | 10 | |
journal title | Journal of Environmental Engineering | |
identifier doi | 10.1061/(ASCE)EE.1943-7870.0000080 | |
tree | Journal of Environmental Engineering:;2009:;Volume ( 135 ):;issue: 010 | |
contenttype | Fulltext | |