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Agenda - Council Work Session - 10/20/2020 - Special
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Agenda - Council Work Session - 10/20/2020 - Special
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3/17/2025 2:08:05 PM
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Meetings
Meeting Document Type
Agenda
Meeting Type
Council Work Session
Document Title
Special
Document Date
10/20/2020
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7.8 <br />7.8.1 <br />7.8.2 <br />Treatment Alternative 1 - Gravity Filter Layout <br />General <br />In an iron and manganese gravity filtration system; water to be filtered is pumped, under low <br />pressure, to the treatment facility where it flows by gravity through the various treatment <br />processes. Following the oxidation process, the water flows through the fitter cells from top to <br />bottom. As the water passes through the filter media, the insoluble particles of iron and <br />manganese are removed_ <br />As more and more water is filtered, the restriction to flow, created by the accumulation of iron and <br />manganese solids on the media, steadily increases_ In a gravity facility, this restriction to flow, <br />called head, is measured in feet of water depth in the filter cells. As the solids accumulate, the <br />depth of water in the filter cells increases_ Due to the physical nature of a gravity filter, when the <br />depth of water in a cell reaches its maximum designed head (high water level) backwashing is <br />required. Failure to backwash at the proper time could result in the filter overflowing or poor <br />effluent water quality being produced. Gravity filters are typically constructed of concrete or steel. <br />Steel filters are generally found in smaller water systems. Because of the Large size of the filters <br />required for Ramsey, steel filters are not being considered. <br />The advantages to gravity filtration systems are: <br />1. Gravity filters provide for more treatrnent options including aeration and detention without <br />requiring another pumping step. If regulations change or the water becomes contaminated, <br />additional treatment steps can be added to gravity filters. <br />2. Water from the gravity filters does not go immediately into the distribution system. If <br />problems with the filters occur or if sodium permanganate is overfed (causing pink water), <br />operators have time to react and correct the problem. <br />3. Gravity filters are open to view and access. This is advantageous in that it enhances the <br />observation, operation and maintenance of the filter functions and components_ <br />4. Gravity filtration systems have a greater amount of flexibility with less disruption during <br />normal maintenance procedures. <br />The disadvantages to gravity filtration systems are: <br />1. The facilities tend to have more capital cost than pressure type facilities. <br />2. Typically requires the facility lo be constructed on two floor levels. <br />3. Provides for less available headloss than pressure facilities which can result in shorter filter <br />run times. Shorter filter run times result in more backwashing which takes a filter out of <br />service. <br />Building Layout/General Sequence <br />Gravity filter building layouts are included in Appendix F. The chemical rooms are located on the <br />east side of the building, with exterior doors accessible for 'deliveries_ The electrical, mechanical, <br />high service pump room, and generator rooms are located in close proximity to each other to <br />allow for short conduit runs to motor controls. <br />The gravity filter layout occurs on two levels to allow for filter height to provide head for the <br />filtering process. The raw water enters the building through the high service pump room where <br />chlorine and potassium permanganate are added. The water travels through the filters by gravity <br />FEASIBILITY STUDY -DRAFT RAMSY 154354 <br />Page 28 <br />
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