Imperial College London

DrIvanStoianov

Faculty of EngineeringDepartment of Civil and Environmental Engineering

Reader in Water Systems and Logistics
 
 
 
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Contact

 

+44 (0)20 7594 6035ivan.stoianov Website

 
 
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Assistant

 

Miss Judith Barritt +44 (0)20 7594 5967

 
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Location

 

408Skempton BuildingSouth Kensington Campus

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Summary

 

Publications

Citation

BibTex format

@inproceedings{Aisopou:2010:10.1061/41203(425)49,
author = {Aisopou, A and Stoianov, I and Graham, N},
doi = {10.1061/41203(425)49},
publisher = {ASCE},
title = {Modelling Discolouration in Water Distribution Systems Caused by Hydraulic Transient Events},
url = {http://dx.doi.org/10.1061/41203(425)49},
year = {2010}
}

RIS format (EndNote, RefMan)

TY  - CPAPER
AB - The occurrence of hydraulic transients in water transmission and distribution systems and their impact on the deterioration of water quality is a topic which is beginning to attract a significant interest among scientists and system operators. Hydraulic transients are traditionally associated with large scale system failures. However, experimental studies carried out by the authors of this paper demonstrate that the hydraulic conditions are rarely steadystate and various fast and gradual transient events are frequently occurring due to the operation of pumps, control valves and stochastic demand. Furthermore, an analysis of the shape of acquired turbidity traces and field based experience have illustrated that it is the rate of flow change, represented by the unsteadystate shear stress, rather than the change in the magnitude of the flow (represented by the steadystate shear) that is responsible for particle mobilisation from the material layer in the pipe and the resulting discolouration events. Despite their importance, transient flow and the resulting unsteadystate forces are neglected by existing discolouration models, frequently resulting in incorrect turbidity predictions. This paper describes the development of a 1D transient simulation model to describe discolouration caused by hydraulic transient events, by which the turbidity of the water is modelled with a transport equation which is coupled to a comprehensive hydraulic transient model. The hydraulic model estimates the unsteady shear stress generated during the transient using the Vardy Brown equation. A previously proposed approach (Boxall et al. 2001) is used to model the release of the discolouration material from the pipe wall into the flow, due to the excess shear stress applied at the wall. The presented transient discoloration model was assessed using hydraulic and discolouration data provided in the literature. Simulation results of the hydraulic transient model demonstrate that the magnitud
AU - Aisopou,A
AU - Stoianov,I
AU - Graham,N
DO - 10.1061/41203(425)49
PB - ASCE
PY - 2010///
TI - Modelling Discolouration in Water Distribution Systems Caused by Hydraulic Transient Events
UR - http://dx.doi.org/10.1061/41203(425)49
ER -