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Science of Water : Concepts and Applications

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<strong>Water</strong> Treatment Calculations 365<br />

WATER FILTRATION CALCULATIONS<br />

<strong>Water</strong> fi ltration is a physical process <strong>of</strong> separating suspended <strong>and</strong> colloidal particles from waste by<br />

passing the water through a granular material. The process <strong>of</strong> fi ltration involves straining, settling,<br />

<strong>and</strong> adsorption. As fl oc passes into the fi lter, the spaces between the fi lter grains become clogged,<br />

reducing this opening <strong>and</strong> increasing removal. Some material is removed merely because it settles<br />

on a media grain. One <strong>of</strong> the most important processes is adsorption <strong>of</strong> the fl oc onto the surface <strong>of</strong><br />

individual fi lter grains.<br />

In addition to removing silt <strong>and</strong> sediment, fl ock, algae, insect larvae, <strong>and</strong> any other large elements,<br />

fi ltration also contributes to the removal <strong>of</strong> bacteria <strong>and</strong> protozoans such as Giardia lamblia<br />

<strong>and</strong> Cryptosporidium. Some fi ltration processes are also used for iron <strong>and</strong> manganese removal.<br />

The Surface <strong>Water</strong> Treatment Rule (SWTR) specifi es four fi ltration technologies, although<br />

SWTR also allows the use <strong>of</strong> alternate fi ltration technologies, e.g., cartridge fi lters. These include<br />

slow s<strong>and</strong> fi ltration/rapid s<strong>and</strong> fi ltration, pressure fi ltration, diatomaceous earth fi ltration, <strong>and</strong> direct<br />

fi ltration. Of these, all but rapid s<strong>and</strong> fi ltration are commonly employed in small water systems that<br />

use fi ltration. Each type <strong>of</strong> fi ltration system has advantages <strong>and</strong> disadvantages. Regardless <strong>of</strong> the<br />

type <strong>of</strong> fi lter, however, fi ltration involves the processes <strong>of</strong> straining (where particles are captured in<br />

the small spaces between fi lter media grains), sedimentation (where the particles l<strong>and</strong> on top <strong>of</strong> the<br />

grains <strong>and</strong> stay there), <strong>and</strong> adsorption (where a chemical attraction occurs between the particles <strong>and</strong><br />

the surface <strong>of</strong> the media grains).<br />

FLOW RATE THROUGH A FILTER, gpm<br />

Flow rate in gpm through a fi lter can be determined by simply converting the gpd fl ow rate, as indicated<br />

on the fl ow meter. The fl ow rate (gpm) can be calculated by taking the meter fl ow rate (gpd)<br />

<strong>and</strong> dividing by 1440 min/day as shown in Equation 10.67.<br />

Example 10.67<br />

flow rate, gpd<br />

Flow rate, gpm<br />

1440 min day<br />

<br />

<br />

Problem:<br />

The fl ow rate through a fi lter is 4.25 MGD. What is this fl ow rate expressed as gpm?<br />

Solution:<br />

4.25 MGD<br />

Flow rate, gpm <br />

1440 minday 4,250,000 gpd<br />

<br />

1440 minday 2951 gpm<br />

Example 10.68<br />

Problem:<br />

During a 70-hour fi lter run, a total <strong>of</strong> 22.4 million gal <strong>of</strong> water are fi ltered. What is the average fl ow rate<br />

through the fi lter in gpm during this fi lter run?<br />

(10.67)

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