Laserfiche WebLink
<br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. 08120102 <br />.09:59:17 AM <br />. <br /> <br />Section B3 <br />Cross Section for Irregular Channel <br /> <br />Project Description <br />Project File <br />Worksheet <br />Flow Element <br />Method <br />Solve For <br /> <br />d:\cwcb - fsr\granby\granby_s.fm2 <br />Section B3 <br />Irregular Channel <br />Manning's Formula <br />Water Elevation <br /> <br />Section Data <br />Wtd. Mannings Coefficient <br />Channel Slope <br />Water Surface Elevation <br />Discharge <br /> <br />112.0 <br /> <br />110. <br /> <br />108.0 <br /> <br />E' 106.0 <br />~ <br /> <br />c <br />o <br />~ <br />> <br />Q) <br />[jj 104.0 <br /> <br />102.0 <br /> <br />100.0 <br /> <br />0.040 <br />0.051300 ftIft <br />100.29 ft <br />76.00 cfs <br /> <br /> <br /> <br />98.0 <br />0.0 <br /> <br />40.0 <br /> <br />20.0 <br /> <br />60.0 <br /> <br />80.0 100.0 <br />Station (ft) <br /> <br /> <br /> <br />120.0 <br /> <br />140.0 <br /> <br />160.0 180.0 <br /> <br />Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 <br /> <br />FlowMaster v5.08 <br />Page 1 of 1 <br />