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<br />TIME
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<br />TABLE 2 , (Cont.)
<br />LOCATIO>; RAI~F,.l.LL
<br /> Inches
<br />Sc~ 35, T8S, R64',I! 1.52
<br />SC(: 9, 18S, R631\' 3.8
<br />See 17, T8S, R6311' 2.66
<br />See 19, 195, R64l\ 2.12
<br />Sec 34, T95, R64\<' U
<br />Sec 6 . nos, R63\1' 4.00
<br />Sec 19, TIOS, R64\i 3.22
<br />See 35, TlOS, R64\i 4.92
<br />See " HIS R55\\! 3.68
<br />,
<br />See 18, Tl15, 1<6511' 4.65
<br />See 22, 11lS, R64\'i U
<br />Sce 20, TllS, R64W 7.HI
<br />See 4, 112S. RG5W 1.9a
<br />
<br />RnrARKS
<br />
<br />collen.inn ofV.i,. Backlund, TOh'n Clerk, aTe inclu('(:.1 in the
<br />"J-li-j(,nJL.\ aJl,l "pe;,k felf themselves.
<br />
<br />The heaviest rainfalls recorded in Colorilda or adja-
<br />cent states h'cre recorded during this great gtorm. The areas of
<br />hcaviest pT~cipitation had no official rainfall gages, so th",
<br />State Engineer intcl'vic'^,ed lOCll residents, who pro'dded the foll-
<br />o'"ing information.
<br />
<br />TABLE 1 - RAII\FALL O~ KIO\'A CREEK, HAY 30, lSl3S
<br />
<br />LOCATION
<br />
<br />RAT>;
<br />FALl.
<br />(in)
<br />
<br />~]ETHOD OF
<br />~EASUREMENT
<br />
<br />1. OS" fell in 5 hOClYS
<br />
<br />at Elbert
<br />
<br />Sec 34, nos, R64W
<br />Sec 27, TIOS, R641'f
<br />See. 21, TlOS, R64W
<br />See 19, TI0S, R64W
<br />Elbert
<br />
<br />24
<br />
<br />Stocktank
<br />Overflo,,-ed
<br />
<br />5A~1 to 6Pl.1
<br />
<br />Most fell in 2 hours
<br />
<br />20
<br />
<br />Stoektank
<br />Overflowed
<br />
<br />Noon to 4PM
<br />
<br />,
<br />,
<br />I
<br />
<br />18
<br />
<br />Stocktank
<br />Overflo';ed
<br />
<br />9A~1 to 5: 30PI-1
<br />
<br />15.
<br />
<br />Stocktank
<br />Overflowed
<br />
<br />12:30 to 4:30PM
<br />
<br />I,
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<br />I
<br />
<br />6.4" fell in 4 hours
<br />
<br />24 Standard rain 1 :30 to 4 :.,OP,',I
<br />(;au~e, ov('r-
<br />flolled,12ia.
<br />caught it. bucket
<br />after overflow.
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<br />
<br />2.25" fell on 15th and 16th
<br />The above "fable might be p'.:t in penpeetlvc by leaIlZing th<lt
<br />" 6-hour rainfall th<<t 'oJo"ld oe",,,' on(:e each 100 ye:J.r~ 1-.'Quld drop
<br />3.5 inches. Approximately half th.e basin rccei\'ed rainfall in
<br />excess of that figure.
<br />
<br />To an experienced hydrologist, the above firuTo.~ arc phe-
<br />nomenal. Several eye \oJitnesscs indicated that the floor! ,,"'atel'S
<br />reached to the intersection of Comanche Street and Pawnee Ave;\Uc
<br />In K iOh'a, 1200 fcet fro;:~ the creek and 18 feet avove st reambed.
<br />
<br />Becau~e of the flood cont rol nea,;ures in e ffec t, ;IS later
<br />de$cribed and the much smaller rai:.fall, thi~ flood did not have
<br />near the effect as the 1935 flood. All of the bridges crossinp. the
<br />creek, however, were ~'asll<:J "'.It \It t!w ,,\;utJr.ents, stranding numerous
<br />travelers. The damages from the flood were estinated to be $169,165.
<br />
<br />3. l~.~~.-!2,. 1965-.-.--!:!.<?2E:
<br />/-luch morc data is available on this flood, since 14
<br />1\'e[1 ther Bureaus rn in gal~es recorded the rainfall wi thin the d rilin-
<br />aRe basin. The rainfall h'as minor :It Kiowa, being less than that
<br />expected every two yellrs, but !;'as concentrated heaviest near the
<br />h{'ad!;'~ter~ of liast Kio\;~ (l"I'el<, wh"H' nC;'Tly R inch"" ".~~ rf'Ulrd"rl.
<br />The following lists the recorded "lil1f:<Ils.
<br />
<br />4. I.r<<gnitude of Previous S;:orms
<br />
<br />The State Engineer a!ld o~hcrs have computed the m<l!!nitude
<br />of the m.ajor storms on KiO\,;j Creel.: by mC'.lsurer1Cnt of the stream at
<br />the highwater maI'ks, h'hich may be summarized as folloh's.
<br />
<br />TABLE 2 - ~FALL ON nO\l',.\, CREEK, JUNE 17,1965
<br />
<br />RAItl:FALL
<br />Inches
<br />
<br />RHlARKS
<br />
<br />TARI.E :S - Selecte,l P""k Discharge~ in the Kio';a Creek \':3tershed
<br />
<br />LOCATIO;';
<br />
<br />DR!\L'I,\GE AREA
<br />:is-I'''>'''' ~lile~
<br />
<br />D.\Ti' OF FV)OD
<br />
<br />PEAK DlSCJ-IARGI'
<br />Second-l'ct't
<br />
<br />I.()CATIO~
<br />
<br />See 2U, 'fAS, Rb~W
<br />
<br />0.90
<br />
<br />3/4 ~iles W. of Kiowa
<br />
<br />Ki01.;J Creck at
<br />E~bcrt
<br />
<br />05
<br />
<br />19:)5
<br />
<br />43,500
<br />
<br />;
<br />
<br />4
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