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MAXWELL MINE <br /> CHANNEL CAPACITY CALCUL ATIONS <br /> oaf t o <br />~ <br />DITCH la opfl o oaf t o <br /> <br />S'HARF Cr^-; DITCH lA -:. <br /> SNaFE SHAPE <br /> TPPZ fief TRPZ <br /> DEP?H = I.99 <br />UfAM = <br />I.5? <br />DEFTH <br />1.59 <br /> TOP = 4,69 SLOFE = 9.y1~?y TOP = 7.89 <br /> BOTTOM = I.B9 LENGTH = 56,90 BOTTAM = 2.99 <br /> SLOFE = 9.69?I aR•EA = L77 SLOPE = 9.9556 <br /> LENGTH = asy,yy YET PEP= 4.71 LENGTH = 269.59 <br /> AREA = 2.59 HYU RqD= n,;.i AREA = 6.75 <br /> YET PEP.= 5,61 MAH HO = d.9~sy YET PER= 1.03 <br /> HYD AAD= 8.54 VEL = .3.22 HY- RAD= 9.96 <br /> MAH NO = 9.9499 FLOP = 5,69 MAH HO = 9.9449 <br /> YEL = 2.36 TIME = y.2n VEL = 7.93 <br /> Fl~iu = 5'39 FLOW = 53.55 <br /> TIME = 3.11 HEY FLr~u TIME = 9.55 <br /> OEP~H = 1.94 <br /> NEY FIgY LENGTH = 89,99 NEW FLOP <br /> DEPTH = 9.?0 AFEA = 1...±9 DEFTH = 9.56 <br /> LEHf,TH = 4ay,ay YET FEP= 2.?5 LENGTH = 26A.99 <br /> AREA = 2.11 hYD RAD= 9.44 AREA = 1.66 <br /> YET PER= 4.24 MAH hn = y,g2s9 YET PER= 4.19 <br /> HYD FAD= 9.59 VEL = 3.69 HYD RR-= 6.49 <br /> MAH Nn = 9.9496 FLnY = 4,6? MAN HD = 4.9409 <br /> VEL = 2.23 T{ME = 9.23 YEL = 4.72 <br />• FLOP = 4.69 F:OU = 7.&4 <br /> TinE = 3.36 rlnE 9.92 <br /> oaf' to <br /> OITi;H IA-~' apf 1 O <br /> oaf to SHAPE CMF-S <br /> DiTGH la-1 SHAPE <br /> TRF'2 <br /> TRP~ DEFTH = I.Sy CiDf <br /> DEPTH = 2,96 TOF = 7.ya -[aM = L A9 <br /> TOP = 17.88 BOTrnM = 9.ay SLOFE _ @.5599 <br /> 601TON = 9.96 SLAFE = 9.6!17 LENGTH = (29.99 <br /> SLOPE = 4.9261 LENGTH = 529.F9 AREA = 3.14 <br /> LENGTH = 329. d9 AREA = 5.25 WET FEk= 6.22 <br /> APEA = 17.99 YET PER= 7.62 HYC RAD= 9.`9 <br /> WET PEF= 17.46 H5'D Pun= a,6? MAH HO = 9.9246 <br /> HYD Rq-= 9.97 MALI HO = 6.9469 VEL = 8.72 <br /> MAH HO = A.d49d VEL = .'•.14 FL04 = 27, 4A <br /> '+EL' = S.E9 cLnY = 16. s6 T[ME = 4.23 <br /> FLOP = 199.21 TINE _ '5.39 <br /> TIME = d.?9 HEY FLOP <br /> HEK FLOP DEPTH = 1.29 <br /> NEH FlC'u LrcrH 1.14 LENGTH = 129.yA <br /> DEFTH = a.na ~EHGTU = 629.64 APEA = 2.15 <br /> LENGTH = 329.98 pF.EA ` ~1 YET PEF= 3.74 <br /> pREu = 1.71 uEi FEP= `. 76 HY- P.AD= 9.58 <br />. NET PEF= <br />HY- Ran= S.Ss <br />9.3I HYD FGD= 9.5; nAH HO = 4,9249 <br /> ppq un = a,ys9y VEL = 9.SA <br /> !IAN HO = 9.?sag 4E1- v 2,hP F!cX! - 29.61 <br /> VEL = c. 74 FLnu = 7..?s T1nE : 0.21 <br /> FIOV = }.69 TIME = 3.97 <br /> TIME = 7.44 <br />