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<br />Maximum discharge 'of dreams in area of heavy rainfall near Pueblo,
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<br /> )(a:dmum ) Hydraullc factors used in computations.
<br /> dlsel1arg..
<br /> Trlbu- DIstance
<br /> tary above Dram. Moan ,
<br />Slream. troliL Main ag. Tim. olllood cresl. d1sla_
<br />Str..1 Area ol
<br /> north or brld~', P.r area. between W.lloo1 lIy. moaD. M..n
<br /> aoulh. Total, squaro upper Slop., p.rt- dreullo
<br /> Pu.ti Go Jili1.. and moter. ndtus. or... veloolly.
<br /> lower sections.
<br /> sections.
<br /> MIle,. 8.o,-{I. See,./I, S,. mUe,. F,d, F.d, Sf,/I,' Ft.plrltr.
<br />011 Creele.. ............,....., .:........,., N. 411.3 2,610 6 423 11 p.m. lun.3".. 076 0.0070 107 3.00 3,1 7,81
<br />Chandler Creek.. .e....._................~.. S. 36,2 1,610 '118 13.6 7 rom. lun.3...., 434 .0200 ll8.3 2,31 IllS 10.20
<br />Slxmile Creet....._ .... .......0 ............0 N. 36.8 '1800 77 2U 7. p.m. June 3... 600 .0066 lH 3,60 m 6.41
<br />'Oak Creek. ................................. S. 36.2 2:760 41 68 7 p, m, lun. 3..... -tOO .llO.Sl 72.0 4,6{ 327 8,"
<br />Coat Cr.ele.. ...,.... .....' ..,...., ,........ 8. 31.6 3720 167 22.3 7jj m. lun. 3.. ". 420 .0101 Mo3 6.23 284 13.10
<br />Elg lmU. Croolc.........,............ ...... N. 33.6 10;000 1M OS 8 p.m.lun.3.. 927 .0133 243 3,60 872 . 11.60
<br />rush HoUow Creek...... ,.,..... ......." N, ' 31.0 6,320 243 21.0 8p.m.lun.3..... tIOO , 00lI3 87 6.62 489 10.88
<br />nard>or.bble Croolc......... ....,.......... 8. 28.8 3,300 19 173 7.30p.m,lun.3. 687 .llO.S2 172 3,01 618 6,37
<br />Beaver Creek....... ...... ......... ............ ... N. 26.0 G9,470 4S 213 .. 1.30 a. m. June 4... 1,787 .0007 716 10.3.'1 7,-100 20,05
<br />R1lcb1. Gulch..............",..........,.. 8. 22.0 020 41 22.6 6p.m.Jun83..... 600 .0066 -lO.1 3.14 126 7.30
<br />'Froo1 Rohr Gulch, ..............'.......... N. 20.0 OIlS IIl1 9:3 5p.m.Juno3..... SOIl .01211 Mo6 2,24 1'l\! 7,02
<br />Red Creele, ....,...'......,..........','.., S. 10,8 011 22 -lO.6 ,srom.JW103..... 782 .008 66.6 2,19 140 8.23
<br />Rueh Creole, .~.. on' ........ .... ....,...... 8. 16.8 4,870. 238 19.6 5. p. w. June3.. 575 .01M 83,9 4003 340 \3,73
<br />key Creole, .....' ....... ...... .......... N. 1402 0,000 188 .48 8.30 p. m.lun. 3.. 600 ,0060 ' 115 6.35 730 \2,32
<br />Ostoen Arroyo.. ... ...,..,.... ..........,.., S. 13,6 0,000 '1,160 7,8 9p.m,lun.3..... 620 .0200 127 ',37 6M , 16,30
<br />Cameron Arroyo..... ....... ....... .......... ... S. 12.0 13000 1,000 7,3 Op,m.lun.3...., $0/1 .0103 107 4040 &14 16,10
<br />Pecks Creek~..~........... ................ .............. 8. 11.0 10' 400 SIl4 34.4 oS or d \J. m. Juno 3. 775 .0067 2~ 5.:<3 1,1.i8O 1\,51,
<br />~Rock Cretk... ................ .... .................1 8, 0.8 63;IlOO 013 50 Up. m. June 3..... .,0-13 . 00Ii0 "2'J 8.11 3,"20 15. is
<br />Unnamed arroyo G. ........................! N. 0.6 9,740 619 13.8 5.4.5 p. m. Juno 3.. 600 ,0100 76 7.44 5t16 10,60
<br />:BoCg, Creole '.. '. ...,....,...... ........ ..,: s. &2 16,40\) 6S2 26.6 6.30 p. m. JUliO 3... 600 ,Itl3J 208 7,52 1,567 0,28
<br />Unnamed 8rr~o 0.........................: s. 408 1,010 1,000 1.8 11 p. m. JUlkO 3.... 400 .0143 SIl.5 1,66 03,9 6.U
<br />Blue Ribbon reek.........................; s. 402 9,130 1,360 6.7 lltS.;um. JW10 S.... ,;00 .0103 285 I 3.311 958 0,53
<br />Arleans., River .,..,... '...... .... ...... ...1'..., .,... :1.6 113llOO .','...2.;3" '...:&i... M ght lun03.. 1,7-l0 .00125 1,78'J 7.1 12,650 6.62
<br />DryCr..k.,............,..,........,.,..... N. 1.8 24:0100 11 p.m.lun.2.,.. 1,100 .0075 274 6.0$' 1:lO5 13,60
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<br />. The JJlaxlmum discharge given tor Beaver Creok~ that due to the storm which ocimrred lDore than 2! hoors bolOl'o the (allure of the Schaetrer reservoir (In the channel 01 Beaver
<br />Creek, 9 miles above Its mouth). The amOUnt passing the spillway and wasto gates 01 the Schaeaer reservoir at tho time 01 the maximum. natural dischargo 01 Beaver Creek was
<br />computed to be 3,100 second-feet.. To this was added the draln~e to Beaver Creek Irom Q.~ squaro miles between tho dam ond tho mouth. The maximuJU discharge of Red Creek,
<br />the chlertrlbutary, was found to be "",-!90second-feet.. or ga'second..teeOJersquare mile. ApplYing tbb: unlt mn..o1f to the entire additional draInage area gives a run-on or 6,370 ncond-
<br />reett which added to the :1,100 second-feet passing jne dam gives a total maximum natural d1Scharge 01 9,470 second-teet lor Beaver Creek at its mouth. For the m")xlmu!D
<br />dJscnarg.du.lo tit. b.....lWlg ollbo Schoell.r resorvo1r ... Pp. 17-18.
<br />b. The area of 48 square mUesls tlu\.t otTurkey Creek below' the Teller res8nolr. as little or no water passed the dam duriDR the period ot maximum discharge ot the crt'ek:.
<br />C 'rho discharge given above represents the computed discharge. at the mouth. The measurtDg poiD'" was 1\ considerable distance abovo the mouth, and tho unit run-od' abo\'eo
<br />that point was applled to the area above the mouth to determine the total discharge. Tho hydraulic tnetors am those tor the point ot actual meo.surement.
<br />d The dlsoharge or Arka~s River at Pueblo as gl~en Ol\ p. 20 was 103,000 second feet.
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