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MAXWELL MINE <br />CHANNEL CAPACITY CALCULATIONS <br />opf Io opf to <br />DrTUr s pirsrr 2 <br />yNAFE c,Hpc- <br />~. <br />i <br />~' <br />TRF: <br />DEFTH = 1.99 <br />TOP = 8.99 <br />RiiTTOM = 1.88 <br />SLOPE = 9.8569 <br />LEHGTH = 375.96 <br />pPEA = 4.56 <br />YEi PER= 8.28 <br />MrD PpD= 8.54 <br />rAH Hn = g.848y <br />VEL = 5.85 <br />FLON = 26.35 <br />TIME = 1.97 <br />NEW FLOW <br />DEPTH = 9.42 <br />LEHGTH = 375.98 <br />GREG = 1.93 <br />NET PER= 4.94 <br />HYD RAP= 8.25 <br />MAN H9 = 9.9499 <br />VEL = 3.53 <br />FLOP = 3.64 <br />TInE = t. 77 <br />TP.PZ <br />DEPTH = 4.99 <br />TOP = 39.89 <br />SOT7On = 5.88 <br />SLOPE = 9.8"s75 <br />LEHGTH = 489.88 <br />APEA = 26.88 <br />YET FED= 31.41 <br />HYD RpD= 2.42 <br />MAH NB = 8.8488 <br />VEL 12.°i <br />FLOP = 985.4's <br />T?ME = 8.51 <br />or~f to <br />D17CH 1-1 <br />iHAPE <br />NEY FLOP <br />DEFTH = 9.44 <br />LEHGTH = 4e?.89 <br />APEA = 4,?1 <br />YET FEF= 19.55 <br />H'rD RAD= 9.32 <br />MAH Nn = 9.94aa <br />VEL = 3.79 <br />~Lr~u = 15.1.`. <br />rnE = t.77 <br />rGC_ <br />pFFTH = 1.59 <br />TGF = 19.88 <br />BOTTOM = S.q9 <br />SLOPE = 9.9126 <br />LEHGTH = 658.89 <br />pREp = iL25 <br />WET PEE= 19.53 <br />HYD PAD= 1.?4 <br />MAH NO = 8.9499 <br />VEL = 4.17 <br />FLnY = 40,96 <br />TIME = 2. F.9 <br />HEu GLCY <br />[iE~TH = P„ 95 <br />LEHGTH = 659,99 <br />AREA = 6.2`.~ <br />NET PEF= 8.71 <br />HYD PAD= 9.72 <br />MAH Nn = 9.9496 <br />VE! _ 's.27 <br />FLOP = 29.59 <br />T?ME = 3.31 <br />c~r`f to <br />DITCH 4 <br />SHAPE <br />TRPZ <br />DEFTH = 1.67 <br />TAP = 12.99 <br />BATTOn = 4.99 <br />SLOPE = 9.D:S5 <br />LE!+GTH = 329.98 <br />APEA = 13.'s6 <br />YET PER= 12.57 <br />HYD PND= 1.95 <br />MAN N9 = 9.9499 <br />VEL = 5.48 <br />FLDY = 113.24 <br />TIME = 9.6:• <br />NEY FLCY <br />DEFTH = L lh <br />LEHGTH = 326.89 <br />aPEp = ~."; <br />YET FEc= I6.D3 <br />HV? G'~.n= C.~O <br />h:al, Hn = q,a4aa <br />t'EL = h.a: <br />FL rip = Sd,7 <br />opflo <br />CM i-L <br />SHAPE <br />CIRC <br />DIAn = 3.5e <br />SLOPE = B.B99q <br />LEHGTH = I2B.9q <br />AREP = 9.62 <br />WET PER= 11.98 <br />HYD RAD= 9.97 <br />MAH HO = 9.B24A <br />VEL = 16.99 <br />FLOP = 163.49 <br />TIME = 8.12 <br />HEW FLOW <br />DEPTH 1.49 <br />LEHGTH = 129. BB <br />RREA = 3.58 <br />YET PER= 4.78 <br />HYD RpD= 9.75 <br />MAH HO = 9.8248 <br />VEL = 15.31 <br />FLOP = 54.79 <br />TIME = 8.13 <br />l J <br />