Laserfiche WebLink
ofY <br />IL <br />8000 <br />7900 <br />7800 <br />w <br />z <br />0 <br />a <br />7700 <br />w <br />w 7600 <br />7500 <br />7400 <br />Pemlit Number 6 -/ O Go r <br />Class: ermfl ,/ <br />seccbvEwion:l/ol [ %6 ._X%i? f 7 _2Q- 30 23 <br />- class: o Revision - _ . I <br />TVVa sea - -- - - -- - ------ -- -- ---- -- - - - - -- - <br />Class: O Report O Hydro �Generel <br />13Applicedon (Ce01 oD°Tp_— __y) — Otl — O Ef—o_mWt <br />❑ InspeLtion <br />TYPICAL V CHANNEL <br />NOT TO SCALE <br />vvv IJVU <br />DISTANCE (FT) <br />S11 PM -3 CHANNEL PROFILE <br />Chlt'nal <br />Des Flow <br />Slope <br />1X1 <br />Bottom Width <br />Snlo Slope <br />Depth of <br />29, <br />Freeboard <br />Total Depth <br />Fiprap DEC <br />0 ( Iclsl <br />121 AND <br />19.59, <br />IBWI <br />(H v) <br />Flow IDI I/tl <br />Ilpsl <br />110 <br />1 <br />.99 <br />131 <br />Iltl <br />16.89, <br />151 <br />PM -3 <br />15, 69, <br />1 -20 <br />0 <br />3 <br />OJ <br />1.38 <br />1 0.3 <br />18 <br />NA. <br />15.9% <br />1 <br />.3% <br />13.7% <br />7.6% <br />n cnn <br />Pemlit Number 6 -/ O Go r <br />Class: ermfl ,/ <br />seccbvEwion:l/ol [ %6 ._X%i? f 7 _2Q- 30 23 <br />- class: o Revision - _ . I <br />TVVa sea - -- - - -- - ------ -- -- ---- -- - - - - -- - <br />Class: O Report O Hydro �Generel <br />13Applicedon (Ce01 oD°Tp_— __y) — Otl — O Ef—o_mWt <br />❑ InspeLtion <br />TYPICAL V CHANNEL <br />NOT TO SCALE <br />vvv IJVU <br />DISTANCE (FT) <br />S11 PM -3 CHANNEL PROFILE <br />Chlt'nal <br />Des Flow <br />Slope <br />1X1 <br />Bottom Width <br />Snlo Slope <br />Depth of <br />Velocity <br />Freeboard <br />Total Depth <br />Fiprap DEC <br />0 ( Iclsl <br />121 AND <br />IBWI <br />(H v) <br />Flow IDI I/tl <br />Ilpsl <br />110 <br />Iftl <br />lint <br />131 <br />Iltl <br />141 <br />151 <br />PM -3 <br />1 <br />1 -20 <br />0 <br />3 <br />OJ <br />1.38 <br />1 0.3 <br />if <br />NA. <br />NOTES: <br />0 CHANNEL DESIGNED FOR EXISTING WORST CASE, VEGETATED, V- SHAPED CONDITIONS, <br />2.) CHANNEL WAS DESIGNED TO SAFELY CONVEY RUNOFF RESULTING FROM THE <br />10 YEAR 24 HOUR STORM EVENT, <br />3.) DESIGN FLOW ROUNDED TO NEAREST WHOLE CFS FROM SEDCAD HYDROLOGIC ANALYSIS. <br />4.1 DEPTH OF FLOW BASED ON MINIMUM GRADE. <br />5.1 VELOCITY BASED ON MAXIMUM GRADE, <br />2500 <br />8000 <br />7900 <br />7800 <br />7700 <br />7600 <br />7500 <br />7400 <br />2909 <br />IIIiIIII�IIfiulii�liilililiUIW <br />006531. <br />SCALE I <br />1W. 0 1W. p0p• <br />N01020NTAL ! VERTICAL <br />SENECA COAL <br />COMPANY <br />Y.%MANNEL M-9 <br />L PROFILE <br />T e S! S �/a a t r 1 x Sheet Shoots <br />WATSON <br />MOE.T SCALE. E %MBIT No. <br />AWIa Gaup I aa.M 720 <br />