TY - GEN
T1 - Computational Fluid Dynamics (CFD) modeling of flow into the aerated grit chamber of the MWRD's north side water reclamation plant, Illinois
AU - Dutta, Som
AU - Catano, Yovanni
AU - Liu, Xiaofeng
AU - Garcia, Marcelo H.
PY - 2010
Y1 - 2010
N2 - The North Side Water Reclamation Plant (NSWRP) is one of the seven water reclamation plants owned and operated by the Metropolitan Water Reclamation District of Greater Chicago (MWRGC) and serves a population of around 1.3 million people in a service area of 142.4 square miles. Through its history the plant has experienced non-uniform distribution of grit between the tanks 1-10 and 11 & 12. To counter the problem of grit overloading in the 6 th (southernmost) grit tank, the inlet to the tank has to be throttled which on the other hand gives rise to loss of capacity of the grit chamber. Computational Fluid Dynamics (CFD) simulations of the flow and the flow coupled with sediment transport; going into the aerated grit tank were done using the CFD modeling code, FLOW-3D®. It was observed that for higher pumping rates (Q ≥ 225 mgd) the flow in the distribution system became unsymmetrical with relatively lower velocities and discharges on the southern side of the distribution system, especially in distribution channels 11 and 12. Similarly the sediment deposition distribution showed a clear shift towards channels 11 and 12 with increase in discharge, this goes to show the tendency of the sediment to move along the southernmost channels. A possible mechanism for explaining the non-uniform grit deposition in the aerated grit chambers has been discussed and it has been backed by the generation of a secondary current at the bend and the Bulle Effect.
AB - The North Side Water Reclamation Plant (NSWRP) is one of the seven water reclamation plants owned and operated by the Metropolitan Water Reclamation District of Greater Chicago (MWRGC) and serves a population of around 1.3 million people in a service area of 142.4 square miles. Through its history the plant has experienced non-uniform distribution of grit between the tanks 1-10 and 11 & 12. To counter the problem of grit overloading in the 6 th (southernmost) grit tank, the inlet to the tank has to be throttled which on the other hand gives rise to loss of capacity of the grit chamber. Computational Fluid Dynamics (CFD) simulations of the flow and the flow coupled with sediment transport; going into the aerated grit tank were done using the CFD modeling code, FLOW-3D®. It was observed that for higher pumping rates (Q ≥ 225 mgd) the flow in the distribution system became unsymmetrical with relatively lower velocities and discharges on the southern side of the distribution system, especially in distribution channels 11 and 12. Similarly the sediment deposition distribution showed a clear shift towards channels 11 and 12 with increase in discharge, this goes to show the tendency of the sediment to move along the southernmost channels. A possible mechanism for explaining the non-uniform grit deposition in the aerated grit chambers has been discussed and it has been backed by the generation of a secondary current at the bend and the Bulle Effect.
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U2 - 10.1061/41114(371)134
DO - 10.1061/41114(371)134
M3 - Conference contribution
AN - SCOPUS:77954993424
SN - 9780784411148
T3 - World Environmental and Water Resources Congress 2010: Challenges of Change - Proceedings of the World Environmental and Water Resources Congress 2010
SP - 1239
EP - 1249
BT - World Environmental and Water Resources Congress 2010
T2 - World Environmental and Water Resources Congress 2010: Challenges of Change
Y2 - 16 May 2010 through 20 May 2010
ER -