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<br />ed2e confi2uration describes the entrance <br />type. Some typical inlet edge configu- <br />rations are thin edge projecting, mitered, <br />square edges in a headwall, and beveled <br />edge. The inlet shaDe is usually the <br />same as the shape of the culvert barrel; <br />however, it may be enlarged as in the <br />case of a tapered inlet.' Typical shapes <br />are rectangular, circular, and elliptical. <br />Whenever the inlet face is a different <br />size or shape than the culvert barrel, <br />the possibility of an additional control <br />section within the barrel exists. <br /> <br />An additional factor which influences <br />inlet control performance is the barrel <br />slope. The effect is small, however, <br />and it can be ignored or a small slope <br />correction factor can be inserted in the <br />inlet control equations. (appendix A) <br /> <br />1,5 : I TOP BEVEL <br />W/33.70ANGLE <br /> <br />'r <br /> <br /> <br />Ion 1ft 'I <br />OF BARREL i (...!.- - <br />HEIGHT ( I <br /> <br />133.70 <br />.1-, _m_' , <br /> <br />1.5 <br /> <br />D <br /> <br />--i- <br /> <br />1:1 TOP BEVEL <br />W/450ANGLE <br /> <br />I inlft OF !{f <br />BARREL I <br />HEIGHT ; t <br />In inlft r\' <br />OF BARREL <br />HEIGHT .... <br /> <br /> <br />450 <br /> <br />D <br /> <br />I <br /> <br />The inlet edge configuration is a <br />major factor in inlet control performance, <br />and it can be modified to improve perfor- <br />mance. Various inlet edges are shown in <br />figure 111-2. Figure III-2-A is a thin <br />edge projecting inlet typical of metal <br />pipe, figure III-2-B is a projecting <br />thick-walled inlet (about the same perfor- <br />mance as a square edge in a headwall) <br />which is typical of concrete pipe without <br />a groove end, and figure 111-2-C is a <br />groove end or socket inlet which is typical <br />of a concrete pipe joint. Note that as <br />the inlet edge condition improves (from <br />figure III-2-A to, 11I-2-C), the flow <br />contraction at the inlet decreases. <br />This reduced flow contraction indicates <br />increased inlet performance and more <br />flow through the barrel for the same <br />headwater. <br /> <br />j <br />j <br />~ <br />~ <br />~ <br />j <br />j <br />~ <br />j <br />j <br />1 <br />~ <br />~ <br />~ <br />,~ <br />1 <br />~ <br />~ <br />, <br />i <br />~ <br />j <br />, <br />J <br /> <br />33.70 TOP <br />AND SIDE <br />BE VELS <br /> <br />1.5: I SIDE BEVEL <br />W/33.70 ANGLE <br /> <br />I inlft OF I 1.5 <br /> <br />BARREL 1 3370 I <br />WIDTH (. " <br /> <br />B <br /> <br />450 'lOP <br />AND SIDE <br />BEVELS <br /> <br />1:1 SIDE BEVEL <br />W/450ANGLE <br /> <br />i <br /> <br />J <br /> <br />i <br />~ <br /> <br />M'I 'C I <br />I/,IP ft <br />OF BARREL' I I <br />WIDTH .. - <br />450 <br />I <br /> <br />B <br /> <br /> <br />~ <br />j <br />, <br />. <br /> <br />28 <br /> <br />< <br />J <br />< <br />i <br /> <br />Figure III-3--Beveled edges. <br /> <br />< <br />. <br /> <br />. <br />