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l <br /> <br />i <br />MAXV'/ELL MINE <br />CHA NNEL CAPACITl CALCULA TIONS <br /> opfl o <br />oP{ IO I~ITrH IA -S <br />DI~ILH IN-4 $HuF•E <br />9HaFE <br /> TRF' <br />iRP~ p~FTH = L 59 <br />CccTH 1.59 TnP = 19.AR <br />TOF 19.?? BOTTOM = ~.9A <br />BOTTOM = 2.99 SLOE = 9.0190 <br />SLOPE = 9.9211 LEHr,TH = 719,05 <br />LENGTH = 599. a0 A+Ep , ?,1+0 <br />PBEA = 3.00 NET FEF= 19.5a <br />WET PER= 18.54 NYD FaD= 9.85 <br />HYD RAP= 0.85 HAH H9 = 8.0496 <br />MAN N0 = 9.N399 VEL = 3.4? <br />VEL = 4.86 FLOW = si.41 <br />FLOW = d3.;8 TINE = 3.39 <br />TIME = 1.?? <br /> IIEw F! OY <br />NEW FLriW DEPTP = t.23 <br />DEPTH = 1.96 LENr,TH = 710.00 <br />LENGTH = 589.99 gF,'Eq = 6.S;i <br />pF.ER = 5.15 WET FER= ?.96 <br />NET PER= ?.96 HYD RAG= 9.73 <br />HYD RAP= 9.b4 HAH HA = 0.0400 <br />HAN H0 = O.94RN VEL = 3.13 <br />VEL = 4.09 FLOW = 29.61 <br />FLOW = 29,61 TIME = 3.78 <br />TIRE = c. 42 <br /> o~fl o <br />a oft o DITCH 5 <br />r,HR-, SHpuE <br />SHAPE <br /> TPP <br />CIRC DEPTH = 1.25 <br />DIAH = 2.09 TOP = 12.08 <br />SLOvE = 8.9499 BOTTO* = 6.99 <br />LENGTH = 35.99 SLOE = 0.0148 <br />AREA = 3.14 LENGTH = 1,300. BB <br />NET PER= 6.2E GF,EA = 11.25 <br />H'fC RAD= 9.59 WET PER= 12.58 <br />MPH N0 = 9.924A HYD DAfI= 9.90 <br />VEL = 7.99 HAN HO = 0.0309 <br />FLOW = 24.51 VEL = 4.21 <br />TIRE = 9.87 FLOW = 47.46 <br /> TIME = 5.46 <br />NEW FLOW <br />DEPTH = 1.<9 NEN FLOH <br />LENGTH = 35.99 DEPTH = 9.62 <br />AR.Ea = 2.36 LENGTH 1,389.0[+ <br />uET PER= 3.?8 AREa = 5.23 <br />HYD RAP= 9.55 WET FER= 9.5E <br />!IqH Hfl = 9.9249 HYD FAI1= 9.55 <br />v:l = 8.7a HRN HO = 9.9=99 <br />F1D>r o 20.61 YEI + 3.OL <br />T111E o 0.07 FLOW 15.90 <br /> TIME = 7.6! <br />opf I o <br />C14--3 <br />SHAPE <br />CIFC <br />Dtgn = 2. s9 <br />SLOPE = 9.9975 <br />LENGTH = 199.98 <br />RP.ER = 4.91 <br />WET PER= 7.85 <br />HYD RAD= 8.63 <br />HGN HO = 8.9246 <br />YEL = 3.92 <br />FLOW = 19.24 <br />TIRE = 8.43 <br />HEH FLON <br />DEPTH = 1.59 <br />LENGTH = IB9.B8 <br />AREA = 4.19 <br />WET PER= 5.51 <br />HYP RAD= 9.76 <br />HAH H0 = B.B248 <br />VEL = 4.47 <br />FLON = 18.79 <br />TInE = 8.37 <br />oaf to <br />DITCH 5-1 <br />SHAPE <br />TRPZ <br />CEPTH = 1.59 <br />10P = 19.99 <br />80TTOn = 2.98 <br />SLOPE = 8.9(95 <br />LENGTH = 42B.BA <br />AREA = 9.99 <br />WET PER= 18.54 <br />HYC RAC= 9.85 <br />MAN HO = 9.9498 <br />YEL = 3.43 <br />FLOW = 38.83 <br />TInE = 2.84 <br />HEW FLOW <br />DEPTH = 1.29 <br />LENGTH = 428.99 <br />AREP = 6.21 <br />WET PER= R.81 <br />HYC RAC= 9.79 <br />nAH H0 = 8.9498 <br />VEL = 3.01 <br />FLOW a IE.7'D <br />TIME o 2.3L <br />