HR: 0830h
AN: H21D-0863    [PDF]
TI: Mechanical Clogging Processes in Unconsolidated Porous Media Near Pumping Wells
AU: * de Zwart, B
EM: a.h.dezwart@citg.tudelft.nl
AF: TU Delft, section Hydrology, Stevinweg 1 p.o. box 5048, Delft, 2600GA
AU: Schotting, R
EM: r.j.schottinh@citg.tudelft.nl
AF: TU Delft, section Hydrology, Stevinweg 1 p.o. box 5048, Delft, 2600GA
AU: Hassanizadeh, M
EM: majid@citg.tudelft.nl
AF: TU Delft, section Hydrology, Stevinweg 1 p.o. box 5048, Delft, 2600GA
AB: In the Netherlands water supply companies produce over more than one billion cubic meters of drinking water every year. About 2500 water wells are used to pump up the groundwater from aquifers in the Dutch subsurface. More than 50% of these wells will encounter a number of technical problems during their lifetime. The main problem is the decrease in capacity due to well clogging. Clogging shows up after a number of operation years and results in extra, expensive cleaning operations and in early replacement of the pumping wells. This problem has been acknowledged by other industries, for example the metal, petroleum, beer industry and underground storage projects. Well clogging is the result of a number of interacting mechanisms creating a complex problem in the subsurface. In most clogging cases mechanical mechanisms are involved. A large number of studies have been performed to comprehend these processes. Investigations on mechanical processes are focused on transport of small particles through pores and deposition of particles due to physical or physical-chemical processes. After a period of deposition the particles plug the pores and decrease the permeability of the medium. Particle deposition in porous media is usually modelled using filtration theory. In order to get the dynamics of clogging this theory is not sufficient. The porous media is continuously altered due to deposition and mobilization. Therefore the capture characteristics will also continuously change and deposition rates will change in time. A new formula is derived to describe (re)mobilization of particles and allow changing deposition rates. This approach incorporates detachment and reattachment of deposited particles. This work also includes derivation of the filtration theory in radial coordinates. A comparison between the radial filtration theory and the new formula will be shown.
DE: 1829 Groundwater hydrology
DE: 1832 Groundwater transport
DE: 1857 Reservoirs (surface)
SC: Hydrology [H]
MN: 2003 Fall Meeting