Laserfiche WebLink
• <br />~ '~ <br /> FREEBOARD <br />i <br />t I- - _J I <br />Z D z <br /> <br /> TYPICAL CHANNEL SECTION <br /> NO SCALE <br /> <br /> <br /> 9 <br /> 9 <br />f~ <br /> . <br /> <br /> <br /> qS <br /> x.99 <br /> G. 9S <br /> G 9b <br /> G • o'f <br /> <br /> G. ~ ~ <br /> ~.9~ <br /> ~. y~ <br /> <br /> DESIGN RESUL TS ~ > ~~ x =~ . b F{ dui, <br />NOTE:ALL CHAN NEL SECTIONS ARE DESIGNED WITH A MA NNING'S N OF 0.04. <br />REFER TO MAP 25, MAGPIE CREEK AS-BUILT DRAW ING FOR CHANNEL <br />SECTIONS AND PROFILES. REFER TO MAP 20, DR AINAGE AND SEDIMENT <br />CONTROL PLAN, F OR DIVERSION LOCATION. <br />MA GP/E CREEK A S-BUILT DIVERSION <br /> DES/GN DETA/L <br /> F/GURE 7 <br /> <br />CH9NNEC <br />SECT/ <br />OES/GN <br />FLOIY /CFS/ CHANNEL <br /> <br />SLOPE <br />lX/ BOTTOY <br /> <br />WIOTN <br />B /FT. / AYG. <br /> <br />SIOESL A°ES <br />!21 <br />FLOW DEPTH <br />O /FT,/ <br />V£LOC17Y <br />/FPS/ APPROX. <br /> <br />FREEBOARD <br />/F7. / <br />GH 143 1.3 20 3 1.30 4.5 7..7 <br />HI 143 0.8 18 3 I.56 3.9 8.4 <br />IJ 143 I.5 I4 3 I.50 5.1 7.5 <br />JK 143 I.0 10 2 2.05 4.9 5.9 <br />KL 143 I.I 10 2 1.99 5.1 5.0 <br />LM la3 0.6 10 2 2.35 4.1 4.6 <br />MN 172 1.3 13 2 1.86 5.5 5.1 <br />NO 172 1.4 16 2 1.64 5.4 4.4 <br />OP I72 0.6 18 2 1.80 4,4 4.2 <br />PO 172 1.4 18 2 1.54 5.3 4.5 <br />OR 172 2.3 IS 2 1.47 6.5 6.5 <br />RS 172 6.6 13 2 I.IT 9.5 6.8 <br />6T 172 II.5 13 2 I.00 i1.4 7.0 <br />140 <br />