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y gradient in the fluid. <br />acosity of the Huid, and <br />des of Eq. 8•3 by the <br />�S'9) <br />hout 15 to 30 min vary <br />ary from 10' to 10° [9j. <br />follo�cing example. <br />e Area lor Flxculator <br />=ment and the paddle area <br />'' in a tank a•ith a volume <br />temperature is 60°F, the <br />:dles is 1.5, the paddle•tip <br />zlocity oi the paddla v is <br />quirement. <br />`f��� <br />:ec <br />osal <br />283 <br />SEDIMENTATION <br />Sedimentation is the separation of suspended particles that ure heavier <br />than �ceter from �cater b}• grnvitationnl settling. It is one of the most <br />nidely used unit operutions in ��•aste�cater treatment. This operation <br />is used for grit removal, pnrticiilate-mutter removal in the primnry <br />settling basin, biologicel-floc removul iu the activnted-sludge settling <br />basin, chemical-floc remocal �chen the chemical coagu]ation pracess is <br />used, and for solids concentrution in sludge thickeners. In most cases, <br />the primary purpose is to produce a clarified eHiuent, but it is al�o <br />necessary to produce sludge ���ith a solids concentrnfion thnt can be <br />ensily h¢ndled nnd treated. In other processes, such as sludge thicken- <br />ing, the primary purpose is to produce a concentrated sludge thnt can <br />be treated more economically. In tl�e de�ign of sedimentntion basins, <br />due consideretion should be given to production of both :ti clarified <br />eftluent and a concentrated sludge. <br />On the busis of the wncentrntion nnd the tendenc}• of the pnrtides <br />to interact, four genernl classificntions of the manner in �chich particles <br />settle can be mnde. It is common to have more thun one t�•pe of setding <br />taking place nt u gicen time during a eedimentatinn operntion, and it <br />is possible to h�ve all four occurri�g simultnneousl}�. <br />T}•pe-1 settling refers to the sedimentntion of discrete pnrticles <br />in a suspension of lo�c solids concentration. Particles settle ns indi��idual <br />�' entities, and there is no eignificant interaction �cith neighboring pnr- <br />ticles. A typicnl example is a dilute suspension of grit or snnd pnrticles. <br />� This type of settling is al:ro called free settling. <br />' Type-2 xettling refers to a rathr• ailute suspension of pnrtides thnt <br />coalesce, or flocculate, during the selimentation operation. Bp coalesc- <br />y��'- ing, the particles incrensa in mass nnd'settle at a faster rute. <br />,y Type-3 settling occurs in suspensions of intermedinte concentrn- <br />'� tion, in ��•hich interpnrticle forces are suflicient to hinder the settling <br />�of neighboring particles. The particles tend to remain in fised positions <br />` �cith respect to each other und the maes of pnrtides settles as a unit. <br />ii :1 distinct solids-liquid interface decelops at the top of the retding <br />;� sludge mass. This t}•pe of settling is generally called zone �ettling. <br />Type-4 settling occurs �chen the particles nre of such concentrntion <br />� that a sh•ucture is formed nnd further setding can occur only by com- <br />pression of the structure. Compression tskes pince due to the ��•eight of <br />� the particles, �chich nre constantly being ndded to the structure by <br />`� sedimentntion from the supernntant liquor. This tppe oi settling is <br />called compressimi settling and occurs usunll}• in the lo�cer la>•ers of <br />deep sludge mnsses. <br />Physfcal Unit Operatlons <br />