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Y~-. <br /> <br />~~ <br />10/21/81 14:09: <br />CULVERT // 3 <br />CULVERT // 5 <br />CULVERT // 6 <br />CULVERT q 7 (3 GMP) <br />CULVERT p L1 <br />CULVERT // L2 <br />CULVERT // L3 <br />CULVERT N L4 <br />CULVERT // LS <br />CULVERT // L6 <br />CULVERT j/ L7 <br />CULVERT // LB <br />CULVERT N L9 <br />CULVERT // L10 <br />CULVERT /( L11 <br />CULVERT // L12 <br />CULVERT // L15 <br />CULVERT // L16 <br />10/21/81 14:09: <br />CULVERT // 3 <br />CULVERT // 5 <br />CULVERT k 6 <br />CULVERT // 7 (3 GMP) <br />CULVERT // L1 <br />CULVERT // L2 <br />CULVERT // L3 <br />CULVERT // L4 <br />CULVERT // LS <br />CULVERT // L6 <br />CULVERT // L7 <br />CULVERT jJ LB <br />CULVERT // L9 <br />CULVERT N L10 <br />CULVERT // L11 <br />CULVERT // L12 <br />CULVERT // L15 <br />CULVERT {/ L16 <br /> <br /> REQUIRED HEAD FOR CULVERTS AT NAY DEN GULCH MINE HGCLVRT <br />TNAVEL ELEV SLOPE VELOC TC DRAINAGE RAIN CN RUNOFF <br />LENGTIi CHANCE (FPS) (HRS) (ACRE) (IN) <br />(FT) <br /> <br />__________ (FT) <br />_______ <br />___ <br /> <br />___ <br />_________ <br /> <br />__ <br />_____ <br /> <br />_________ <br /> <br />___ <br />_________ <br /> <br />1300 -- <br />--- <br />40 <br />.03 <br />1.70 _ <br />_ <br />.20 <br />6.50 ____ <br />1, __ <br />80 _________ <br />89 <br />.86 <br />6000 400 .07 2.60 .60 203.00 1. 80 65 .09 <br />700 8 .U1 1.00 ,20 25.00 1. 80 89 .86 <br />5500 130 .02 1.40 1.10 161.00 1. 80 65 .119 <br />2150 62 .03 1.70 .35 23.70 1. 80 65 .09 <br />900 19 .02 1.40 .18 1.00 1. 80 89 .86 <br />650 37 .06 2.50 .07 3.50 1. 80 89 .86 <br />150 11 .07 2.60 .02 .30 1. 80 89 .86 <br />300 14 .OS 2.30 .0+i ,7U 1. 80 89 .eG <br />250 9 .04 2.00 .03 .30 1. 80 89 .86 <br />150 .O1 1.00 .04 .40 1. 80 89 .8G <br />600 28 .OS 2.30 .07 1.60 1. 80 89 .86 <br />650 50 .08 2.80 .U6 - 1.60 1. 80 89 .86 <br />270 6 .02 1.40 .OS .7U 1. 80 89 .86 <br />800 36 .OS ~ 2.30 .10 3.20 1. 80 79 .41 <br />600 37 .06 2.5U .07 2.40 1. 80 65 .09 <br />350 ~ 23 .07 2.60 .04 .4U 1. 80 65 .09 <br />800 60 .08 2.80 .08 2.40 1. 80 G5 .09 <br /> REQUIRED HEAD FOR CULVERTS AT NAYDEN GULCH <br />I________________________CUMULATIVE-" " " " "-_____ _______I <br />TC DRAINAGE RUNOFF PEAK PEAK PEAK <br />(HRS) <br />___ <br />_ <br />_ <br />_ <br />__ (Sq hll) <br />________ (IN) <br />________ (CSht/IN) <br />__ <br />_ <br />__ <br />__ <br />_ (CFS) <br />_ <br />_ <br />__ <br />__ <br />__ (GPM) <br />_ <br />_ <br />_ <br />___ <br />_ <br />__ <br />_ <br />_ <br />_ <br />_ <br />.20 .010 .86 _ <br />__ <br />_ <br />_ <br />_ <br />800 __ <br />_ <br />_ <br />_ <br />6.90 _ <br />_ <br />_ <br />_ <br />_ <br />3097 <br />.60 .320 .09 45U 13.00 5834 <br />.8U .360 .17 375 23.00 10322 <br />1.90 .610 .14 200 17.10 7674 <br />.35 .040 .09 625 2.30 1032 <br />.18 .002 .89 850 1.50 673 <br />.18 .010 .89 850 7.80 3400 <br />.02 .001 .89 1000 .9U 404 <br />.U6 .001 .B9 1000 .90 404 <br />.09 .001 .89 1000 .90 404 <br />.04 .001 .89 1000 .90 404 <br />.07 .OU2 .89 1000 1.80 808 <br />.06 .002 .89 1000 1.80 808 <br />.14 .001 .89 9U0 .80 359 <br />.18 .005 .58 850 2.5U 1122 <br />.18 .i12U .73 850 12.47 5600 <br />.09 .001 .09 1000 .10 45 <br />.09 .004 .09 1000 .40 180 <br />MINE IICCLVRT <br />SIZE REgD LENGTH READ AVAIL <br /> HEAD HEAD IIEAD <br />(IN) <br />z_____ <br />__ (/lU0) <br />________ (FT) (FT) <br /> <br />18 <br />1.200 <br />----66. <br />0 <br />_----.811 _______ <br />2. _ <br />9 <br /> 36 .130 62. 0 .1(1 5. 1 <br /> 3G .590 163. 0 1.00 9. 4 <br /> 24 .230 52. 0 .lU 6. 7 <br /> 24 .04U 87. U .03 10. 1 <br /> 18 .070 51. 0 .04 2. 3 <br /> 24 .350 85. 0 .30 8. 8 <br /> 12 .200 52 .0 .lU 2. 5 <br /> 12 .200 35. 0 .U7 2. 3 <br /> 12 .200 20. 0 .04 1. 0 <br /> 12 .20U 2U. 0 .Oh 1. 5 <br /> 12 .7(l0 25. 0 .18 3. 3 <br /> 24 .1125 101. 0 .03 6. 6 <br /> 24 Sh. 0 4. 9 <br /> 36 .045 61. 11 .03 5. 9 <br /> 3G .900 30. U .3U 4. G <br /> 12 123. 0 5. 4 <br /> 12 102. 0 1. 8 <br />