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<br />Maximum discharge of stream.. in area of heavy rainfall near Pueblo.
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<br /> lrCa:d.mum ".1. Hydraulic (actors UIIed. in computations.
<br /> discharge.
<br /> Trlbu. Distance
<br /> tary above Drotn. :!o!ean .
<br />Stream. trom Main age Time o( tlood crest. distance Area of
<br /> north or Street P.r area. between Welled Hy-
<br /> south. bridge, Total. upper Slope.. peri.. drauUo mean Mean
<br /> Pueblo. square cross velocity.
<br /> mll.. and meter. radius. sections.
<br /> lower
<br /> sections.
<br /> Mil... 8<<../1. 8ec.-/l. 8g.mll... Flet. Fed. 8g./t.' Ft.perltt.
<br />on Creek.. ....................:........... N. {O.2 2,510 6 l23 11 p.m. June3.... 975 0.0079 107 3.00 3.1 7.81
<br />Chandler Creek..... .... ................... S. 36.2 1,610 'US 13.6 71om.1un.3..... 435 .0200 68.3 2.31 158 10.20
<br />Slxmile Creek... .... .... .... .... ........... N. 35.8 '18110 77 2-1.6 7 p.m. June3.. 600 . lI066 IH 2.60 298 6.41
<br />.Oak Creek.. .... ........ .... .... ............. S. 35.2 2:760 41 68 7 p. m.lun.3..... .wo .00.\1 72.0 4.84 327 8.H
<br />Coal Creek.. .... ........................... S. M.8 3,720 167 22.3 716m.Junoa..... 420 .0101 M.3 8.23 284 13.10
<br />Elghtmll. Creek......... ,.................. N. 33.5 10,000 1M 68 8. p.m.lun.3.. 927 .0133 243 3.60 872 ' Il.liO
<br />.Brush Hollow Creek. ............ .......... N. 31.0 5,320 213 21.9 8p.m.lwl.3..... 500 .0063 87 5.62 489 10.88
<br />Hardscrabble Creek. ....................... S. 28.8 3,300 19 173 7.30p.m.lune3. 857 .0082 172 3.01 818 6.37
<br />Beaver Creek.... "'.'" ...... .... .......... N. 25.0 09,"70 48 213. 7.:JO a. m. June ".. 1,787 .0007 718 10.35 7,"'00 20.65
<br />Rllchl. Gulch... ............ .... ..... ...... S. 22.0 920 11 22.6 .sp.rn.Jun03..... 600 .0065 10.1 3.U 126 7.30
<br />. Fred Rohr Gulch. ......................... N. 20.0 ll68 IlU 9:3 ~p.m.Jun03..... SOO .Ol:!d M.6 2.2" 122 7.1l:l
<br />Red. Creek.. ......... .... ..... ....... ....... S. 19.8 911 22 (O.6 5~m.JwlO3..... 782 .OOS 66.6 2.19 U6 6.23
<br />Rush Creele..~.... ........ ......... ......... S. 16.8 4,670' 238 19.6 5. p. m. June 3.. 375 .0159 tl3.9 Lo.; 340 13. 73
<br />rleer Creek........ .... ............. ...... N. IL2 9,000 188 '4lI 8.30 p. m. June 3.. 600 .0069 115 6.35 730 12.32
<br />O:lteen Arroyo... .... .... .....................1 S. 13.8 9,060 '1,160 7.8 9 p. m. Juno 3..... 620 .0lllO 127 4.37 585 - 16.30
<br />Cameron Arroyo. ........ ............. ...... S. 12.0 13IlOO 1,000 7.3 P p. m. lune3..... 8Ol1 .0193 107 4.40 8tH 16.10
<br />Pecks Creek...;............................r S. 11.0 19'400 801 31.4 .; or 61). m. Juno 3. 778 .0067 2s..'i 5.:<:1 l,tiSO 11.51.
<br />-Rock Creek. ......... .... .... ........ .......J S. 9.8 53'IlOO 913 89 Up.m.Jul103..... 1,Q.i3 . 00:;0 .....l 8.11 3,-120 U.75
<br />Unnamed arroyo 0..........................1 N. 9.5 9:740 619 ".8 5..15 p. m. JUliO 3.. I}ll:} .0100 76 7.H MO 16.60
<br />:Boggs Creek c.............................., s. 8.2 15, 400 8S2 :!Il.8 6.30p.w.Jul103.. 600 .(1J:J1 208 7.52 1,567 9.26
<br />Unnamedarr~o 0.........................: S. L8 1,910 1,000 1.8 11 p. Ul. Junu 3. ... ltlO .0143 86.5 1.6<1 93.9 0.74
<br />Elue Ribbon reek.........................' S. L2 9,130 1,360 6.7 111).m.JwluS.... SOO .0103 2115 I 3.3<1 985 9.83
<br />Arkansas River II.... ......... ..... ..........,... .... ... 2.5 83,500 ..'....2S3" ....:sa... Midnight Juno 3.. 1,7-!O .00125 1,78"1 7.1 12,~ 0.52
<br />Dry Creek.................................. N. 1.8 24,400 11 p.m.lW1.2.... 1,100 .0075 274 6.98' 1,:108 12.80
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<br />"- . The maximum dlscharg. glv.nlor Beav.r Cr..ki\ that dueto'thostorm which ocCurred morelhan21 hon... belor. lh.'oUur. ollha Sohaeaer res.rvolr (tn th. channel 01 Beaver
<br />Creek, 9 mlles obov.lts mouth). Tho omount passing th. spillway ond wasto gales olth. Scha.U.r res.rvolr atlho lIm. ollh. maximum natural dlschargo 01 Beav.r Creek was
<br />computed to b. 3,100 second-loel~ To this was added th. dralnag.to B.aver Creek Irom 1lll.5 squaro miles between th. dam and tha mouth. Tb. maximum dlscharg. 01 Red Creek,
<br />the chJertrlbutary, was lound to be 4,I90secood-leel, or 93'second-leatper squaro mll.. Applmg this uolt run-ollto lha .ntlr. addlllonal dralnag. area giv.s a run-olf 016,370 second-
<br />teel which add.d to the .3,100 s.cond.leel passing the dam gives a tolal maximum nalural dlschorg. at 9,470 s.cond.I.., tor Beav.r Cre.k a' lis moutb. For lh. muimum
<br />d!scharKe due to the brealWlg of the Schaeffer reservoir see PP. 17-18.
<br />,. The area of48 square miles!s that of Turkey Creek below the TeUer reservoir, as little III no water PASS8d the dam durtn2 the period of maximum discharge o( the creek.
<br />c 'fhe discharge given above represents the computed dlscharge at the mouth. The measuring point was a considemble distance abovo the moutb, and the unit run.oll Ilbo\-e
<br />that point was applied to the nrea Bbove the mouth to determine the total discharge. The hydraullo tacton BrG those lor the point o( actunl measurement.
<br />" 'the diSCharge of Arkansas River at Pueblo as given oq p. 20 was 103,000 second (eet.
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