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Agenda - Council - 12/12/2017
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Agenda - Council - 12/12/2017
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Meetings
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Agenda
Meeting Type
Council
Document Date
12/12/2017
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• River intake / pumping station <br />• Raw water transmission main <br />• Surface water detention basin <br />• Clarification <br />• Membrane filtration <br />• Clearwell / Reservoir storage <br />• Disinfection <br />• High service pumping <br />• Wash water reclamation system <br />A direct raw water intake structure would be constructed on the bank of the <br />Mississippi River as shown in Appendix C. Raw water would be pumped to the <br />water treatment facility site. Grit, sand and organics in the raw water would be <br />removed in the surface water detention basin. Further settling of solids will be <br />accomplished utilizing clarifiers prior to the membrane filter. <br />Membrane filters consist of microfiltration (0.1 microns) and ultrafiltration (< 0.1 <br />microns) filters. These filters can be either pressure driven or vacuum driven. <br />Currently, the typical membrane filter contains hollow fibers and the filtration <br />takes place from the outer surface of the fiber to the hollow inner core. Feed <br />liquid passes through the porous wall of the fibers while the solids in the feed <br />stream are retained on the outside fiber wall. The difference in pressure between <br />the outside and the inside of the fibers is known as the transmembrane pressure <br />(TMP). The TMP is the pressure that drives the liquid through the porous walls <br />of the membrane, filtering the liquid in the process. Feed and filtrate pressures <br />are measured by pressure transmitters and the TMP is calculated. As particles <br />build up on the membrane surface during filtration, an increase in TMP is <br />required to maintain a constant flow rate. To restore performance, these particles <br />must be removed periodically by backwashing. Backwashing typically consists <br />of air scouring, chemical scouring and liquid backwashing. Backwash is sent to a <br />backwash tank and eventually pumped to the head of the facility for treatment. <br />Waste solids from the backwash system are routed for disposal to the sanitary <br />sewer. High service pumping from a cleanwell/reservoir tank sends finished <br />water to the distribution system. <br />City of Ramsey, Minnesota — R13.104504 Page 22 <br />Comprehensive Water System Study Prepared by Bolton & Menk, Inc. <br />
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