|
<br />E50
<br />
<br />FLOODS OF 1965 IN THE U~ITED STATES
<br />
<br />._----.~----_._--------
<br />
<br />Gage height and discharge Gt j'ndicalcd iime, 1!J6,;
<br />
<br />lIour
<br />
<br />Ua!i:C Dis-I I Gage Dis-
<br />height cllllrg(' I Hour hdght charg-e
<br />([,'eO (cfs) (feet) (ds)
<br />-------------- -'--- ------
<br />, .lUll( l;;:.-~Cull.
<br />11.41 4.760 i ~;~.. Z.~~
<br />n.~__ I._lI
<br />:i.-'.lf)' 24()1)_ 7.35
<br />3,420! .fum:!I;.
<br />;l.920: 11400
<br />li. 710 ' I~;'-~)
<br />9,160 I i~~~.
<br />7.640 :?OOO_
<br />4.790 ! :'~tWJ
<br />4, l:.!n: -.fln ( ,~.
<br />4,1:.W'U/iOO.
<br />4, ~SU ' 1:..'00
<br /><>.350 . 18llO~_
<br />i
<br />
<br />.l111lf 1,1
<br />240(L_
<br />Jum:14.
<br />;2w..
<br />1801.L
<br />2300_
<br />2400.
<br />
<br />5. ~1
<br />'<;.71
<br />5.9,<;
<br />l; 97
<br />
<br />.J1ll/c/.j'
<br />
<br />1)13(1_
<br />u300..
<br />O~_
<br />119\111
<br />1200:.
<br />1500._
<br />1800
<br />
<br />1,1i4
<br />7.24
<br />(i,3.!
<br />c'.n,')
<br />,;.0,'",
<br />li.i:.'
<br />V.OS5
<br />
<br />'j)~ily !:l":m~ c: \In' ",.... [nm. ,1:,t.:. iii <ludiiion In IIJ::llrl's 5ho\"I1.
<br />
<br />Hour
<br />
<br />8,800
<br />,,:OW
<br />~, O'.!O
<br />
<br />Jur/( 17--('011,
<br />24{)(L_.._ .
<br />JU'I( i~'
<br />
<br />;, 4~
<br />;.1,'\
<br />~, 905
<br />
<br />OtJiJO.
<br />WOO.
<br />lO,IiO(j 1200_
<br />\1.lJLIII1530_
<br />\;.:hil; Hi:~L
<br />;l,\H;oI17aO._
<br />'\.2(11):1900_
<br />1',:~l>:); j~~:
<br />i",2SU! Jl;lI( n'
<br />'l:1::011H:....
<br />1;); ryc"(l i 2400:: ::~::
<br />.-----
<br />
<br />."..0.,
<br />
<br />1.1...;
<br />,;, ~;;
<br />li_7::
<br />7.4n
<br />
<br />;.44
<br />
<br />[:I!:s('ell"nr.:.;!s ,.it,'j
<br />
<br />(25) CROW CREEK NEAR KEOTA, COLO.
<br />
<br />","
<br />hi'i"ht
<br />Ir~~t)
<br />
<br />DB.
<br />chan::e
<br />(cfs)
<br />
<br />S,17
<br />
<br />1'1.71],1
<br />
<br />"'-37
<br />:-75
<br />!lfic;
<br />H."~
<br />101,35
<br />10,75
<br />1<1. l.~
<br />it.!U
<br />{<Sl,
<br />
<br />11,WO
<br />l"!.Sfll)
<br />\';.3l)O
<br />~!. \',(JO
<br />~.l,~
<br />_J, ,~[)()
<br />'!1I41)1.I
<br />1\-:406
<br />19,4(}/)
<br />
<br />;;.25
<br />!U14
<br />
<br />1(;,011(.1
<br />\4,500
<br />
<br />Locatioll.-Lat .lW--l;~', I'll!/.{ lO--l~H'. ill "P('. :!!l. T. ~l :S.. H. m \\-.. .in-:t d(l\\'ll~tr(,;llll
<br />from month of .J,!('k~\tll Dra\\' :lIld :llJ1il('~ wcst of KE:'ota.
<br />J)r:lina~(' afP:I..--U:J3 :-:(1 Uti. of whil"ll HHi "11 !Jli pfobahly is ilOi!eOJl! riiJt1ting.
<br />:\r~lximliijL_.Jllll(, 1-4-1:1. l!l(;'j: Oi"dwr;.:'p. ..J..OOO ('f~. e~tilllatp(l. 0700 houf,.:; .Tmli' 1;:;.
<br />
<br />(26) COAL CREEK NEAR BRIGGSDALE, COLO.
<br />!:'IIisceiiullt.'OUS site]
<br />
<br />Lceatioll.-Lat 40<>38'. long 104~30'. ill SW14 sec. 24, T. .s :s.. R. ()4 W_. at brid~e
<br />{;ll State I-Tigh'Y!!J,- H. ~.H milt'''; \\ l':-.i u1 Hriggsdah'.
<br />I)ruinage area.-73.1 ....1} mi. of whkh :1.3 Sflllli probably is noncontributing.
<br />:\{axiUlUl11.-June H-U.l. 1!~: Dh:ch:ng"{'. :i.3ol0 ('f1'; .TnIlP 1;). hy contrndf'd.o[lf'n_
<br />iog m(>u::HlreIlH'nt of ppak flow.
<br />
<br />(27) 6-7576. KIOWA CREEK AT K-79 RESERVOIR, NEAR EASTONVILLE. COLO.
<br />
<br />Location._ Lat ;~!)OO--l'OO". IOIlg' 10-4~:~4';j;)". in ~E%XW~~ ~('e. :.>n. T. 11 8.. R
<br />t},t ".... ill rt'~l'n'(dr an'a. 1-10 ft tlp~trl';lm nnd :!:i0 ft frolll h'ft end of earth-fill
<br />dam OIl Kiowa ("rppk ,111<1 1.:! mih..... Wt.~t Hf Ea~toH\-m{'.
<br />Drainage area.-:t20 ~(I 1lIi.
<br />Gage-height l'('('ord.--"'nte-1'_.sta!-:"l' 1"(-'('01'<1\'1' J,:'rllph l'Xet'pt I~l;i honr.s .Julte 17 in
<br />1400 hour~ .fUlH' lS. for which g-raph wa.s draWl! nn hnsis of ppak ~tage and
<br />tytlictll reeessioll. D:ltulll of gag/! is 7.:!~7. H ft "bon' lllt':IU ~t'<l h'\'c'l {~oil ('nll:-ot'r-
<br />\'atioll Sen'ice bench mark).
<br />Discharge record.-Stagt'_dis('h:tfgt. n'l:ltiflll dt'tiued lIy t'urrent-Ilwh'l' lllMsnft'-
<br />ment.s below 68 ('f:o. and 11)' .sIOpp-~lrt'a Ilw:l.snn'Ill('nts ill sl'illw:l)- and thenfe-ti-
<br />caI flow in outlet tuheat 1,4&> and :!.370 cis.
<br />:Uaxima.-.Tl1ue I("~21. WG.i: Outflow disdl<lr~t'. :!.:{70 ('fs WOO honrs .Tutu' 17
<br />(gage height. :!:tG3 ft. from fl(lodllmrk~). Inflow di"dlaq~t.. Hot tlt'tI'rmirH'd.
<br />llrobably oCcurre-cl hl'tweelll~)() ;md 1900 hours .TmH' 17.
<br />I!).').:; to JIll,;\" WG.,: Outfluw di:-:dl:lrJ:('. lAsO l'f~ .July :.;0. 1!l.i7 I g-:Igt' ht'i~ht.
<br />22.79 ft), froUl rating cnrn~ I'xtf'lHh'd ;Ibm'e (;S ('f.... 011 hasis of sloll('-arpa
<br />measureme-ut of l)('ak flow in spillway aud tJl('oTC'tieal flow ill outlet tuut'. Inflow
<br />tliseh2!'ge. G.~;;.(} d:-. (It\'er:lge for ."i-lllinuft. inten-al) .July 30, IfJ57. computed
<br />from outflow aud chan~e in rpsPr\'ni!' f:"!!!~'::t~; :;c r.i.iiif.iH UIl n'seryoir surface
<br />during time of peak inflow.
<br />
<br />...
<br />'ll
<br />~
<br />.,
<br />I
<br />,
<br />.
<br />!
<br />
<br />SOVTH PL,.t.TTE RI....En TIASIX. COLOHADO! ,rt:rXE 1965
<br />
<br />~"'
<br />DoL
<br />
<br />Jrnm dil/(';'ul"!I{', in ntl)j(: fret pCI' ,'ir('(Hld. 1965
<br />
<br />Day
<br />.Tnne IG_____~_u_____________
<br />17_______________
<br />18_____ _________
<br />10___ _____
<br />:!O____________
<br />~1_________________.
<br />
<br />lJiltchu.,.-ge
<br />
<br />0.'
<br />12:::!
<br />Ga
<br />
<br />.n
<br />,6
<br />
<br />(;ogc helyht /w,f ,iisr:haryf' at /n,!I'calnl timc, 1:JU5
<br />
<br />!Iou;
<br />
<br />(j;'~l' Dl". i (iagl' nis- !
<br />h,'i~ht cJl.lrge I Hour Jwight charge I
<br />(ft.,'t) (d,.) I (fl't'.t) (('fs) i
<br />----I ~une ~;.~co::_~~---~~~--I ~_~_ June [8.
<br />;;; ";ilm;~ ~.~ J:m I~:~..;;:;
<br />5.90 .~ 2! !OI5_ _ :?1.58 :!,3.1O I . Jlint 19.
<br />S.;'7 ... 1 1930_u_ :!'.!.73 1.4.m lO6OOu._......
<br />11.15 36 2000___. '21.7'2 (;'20 [1200___.. ____
<br />13.54 ~2 12HXL. :..>().~ '234. !,:OlL...u.
<br />1 30 0, 2'200 '!n.~(), .00
<br />1;: 80 :J !2{OO::: 1~. 71i 75 I ~- -- - -- -.
<br />
<br />G'ge
<br />height
<br />(!eet)
<br />
<br />Dis.
<br />charge
<br />ids)
<br />
<br />HOllr
<br />
<br />Jl1nelB
<br />
<br />'2400.
<br />
<br />i7.55
<br />14.29
<br />10.20
<br />1U'2
<br />
<br />7Q
<br />64
<br />:24.
<br />'"
<br />
<br />June Ii.
<br />OOO'J_.
<br />HO(L.
<br />1500__
<br />1600__
<br />1700__
<br />180(L_
<br />1830. .
<br />1840_
<br />
<br />'i. 56
<br />6.57
<br />5.73
<br />5.:.'.5
<br />
<br />12
<br />5.'
<br />2.5
<br />1.3
<br />
<br />-Daily lll{';\IlS compllted from data in :lddiJiOll to fig-llf!'S shown.
<br />
<br />(28) 6-7577. KIOWA CREEK SUBWATERSHED NO. .T-33 NEAR EASTONVILLE, COLO.
<br />[Gaging station, unp-ubHshctl record]
<br />
<br />r.lOCation.-l~,at39006'~>{)",long 104033'30", in XW1,4SEI,4 sec. 9, T.ll S., R. 6-l W..
<br />hl n''-_;~';:;-Gi. ,;.;it€-, iki1i' n'ui.er and 100 it upstream from e3rthfill dam on un-
<br />IH1Uled tributary to Kiowa Creek. 0.8 mile uI)strelllll from mouth and 3 miles
<br />north of Eastom'ilIt'.
<br />Drainage 3rel1.-1.12 ~q mi.
<br />Gage-height record.-Floodmarks only. Datum of gag/;' is 7.136.44 it alloye mean
<br />~ea le'-el (Soil Conscn'atioll Sen'ice bendl Illnrk).
<br />::\Iaxima.-June 16-21. 1!)t;.,: Outflow disdmrgt>. 2.GOO ('fs June 17 (gage height,
<br />19.GB ft. frolU tloothllark:->). II,\" ~Ioll('-an>a llu.'ll1';Ur('lUellt in spillway and theoret-
<br />ical flow in outlet tull('. Int!ow di.s('lwrg-e, not determined, occurred on June 17.
<br />
<br />(29) 6-7577.5 KIOWA CREEK SUBWATERSHED NO. R-3 NEAR ELBERT. COLO.
<br />[Gagioj; station. unpublished record)
<br />
<br />!.oc-atiull.-!.:lt :{!r"UW:!o". Inu;.{ 1 O--lo:U 'l;j". in X,y~..tXE% ....e(.. :!6, T. 10 S., R. 64
<br />\\P.. in n':->er'-oir .site. Ilt":lr (.t'ntt~r and l:!O ft upstn':llll from enrthfiIl dam on
<br />1IIlUUUH'tl trihllt<lry to Kiowa ('rpt'k, 300 ft d"wll~tre:lIn from unnaIDt'd tribu~
<br />tury, O.H mill:' upstrt'lun from mouth. and .J.H miles :<:onth of Elbert.
<br />Drainage :tr(>a.-2.S2 sq mL
<br />Ga~('-hei,:{ht rl'('ord.-Wah'r-sta;:f' T("{'ortl('r ~f:ll,h. ,\Ititude of ga~e is 6,935 ft
<br />(from tj}Jln~r;lphic lIlap).
<br />.:U.axilll:1.-.June 16-21. 1!)(i:i: Outflow di"dl:lrg-e ~.(}1O cfs 1915 hours June 17
<br />(gage hl:'ight, 23.33 ft) by sloll('-art'a mea.surt>ment in ~pillway and theoretical
<br />tlow ill outlet tuhe_ Inflow di~l"har~t'. G..sSO ('fs {<l\'er:lA"t' for 5-minute interraI)
<br />.Jurl(> 17. ('omputed from outflow <lllll dl,lllgt~ in n'~er"oir contents.
<br />
|