FLOOD07790

• County: Otero
• Community: La Junta
• Stream Name: Arkansas River, King Arroyo
• Basin: Arkansas
• Title: Hydraulic Analysis for Arkansas River and King Arroyo
• Date: 6/15/1977
• Prepared For: La Junta
• Prepared By: CWCB
• Floodplain - Doc Type: Floodplain Report/Masterplan

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. C(HV" 0.4("1(" CFHV" r. fjr C
t 4QC' NH CAroO USE 0
5 FeND D~PTH CwS~L (Q 1.-15 ittSELK EG HV HL "'LOSS BANK ELEV
. 0 OlOS aCH a~aB ALOB ACH A~OB VOL T .. LEFT/RIGHT
TIME \fLoa VCH Vr.OB XNL xNCH XNO oTN EL^"I"" SST .A
SLOP~ XLOflL XLCH XL OBQ IT~ tAL I DC lCO~T cor.;:.A~ rcp. ID ENDST
.
OVEPBANK A~~A ASSUMED NON-EF~ECTJVE,ELLEA" 4036.10 E'LREA. 404 e. 20 (
. 1 ns."O 11.28 4n4 3.88 0.0 it( 44. CO .044.28 0.4('0 t.o 0.0 403e.1O
920CC'. 751".88. 16912. t;,. 27055. 164h r. o. c. 4' 48.20
r.o 2,78 10.31 0.0 C.068 0.030 0.0 0.. 4C 32. t;O 2674.15
O.C"lCl1920 O. r. O. 0 0 3 o.c 601().28 SbBS.03
.
149C' NH CA.QQ USI=D
. 3685 20 TRIALS USED WSFL.C.SEL
5730. ..SFL ,6.SSUMEO BASfD ON "IN DIFF & .1
SECNO DEPTH C WSEL en 1 ws WSELK EG HV HL OL OS 5 BANI( ELEV
a aLa,=, OCH OROB ALOB ACH AROB VOL TOA LEFT/JOIG...r
. TIME VLOB VCH VJOOB XNL XNCH XNO .rN FLMI '" SSTA
SLOPE XLOB\.. llLCH XLOBR ITRtAL. IDC ICONT Caj;AR TOPwtC END Sf
. 1\0.t)1) \2.00 4047.\( 4n45. 70 0.0 4041.41 to.31 2.51 o.c 4;.}41.00
9zecn. 44~75. ze401. 1922'h 18223. 3961- 8497. 985. 172. 4040.60
,,.,2 2.44 7.17 2.26 0.060 0.032 O. e90 0.051 4':: 35.10 2353.19
r. COl238 11')0(1. 2.83('. 29('1"'. 3r 13 1 0.0 5659.61 8012.79
. 14Qr
NH C"RO USFD
liS. "'('1 12,17 4C49. 2: 7 ,. , 0.0 4049.66 0.39 2.20 0.05 4.042.00
. 921)'0. 6,,:!47. 227('14. 8949. Z6027. 2451. 321('. 2304. 416. 4041.80
~.Z4 2.15 9.24 Z.79 0.086 O.03G O.r.6r- o. ('I 38 4037.10 1874.67
C.O('l1322 2ree. 1492. 110". 2 C I 0.0 5939.53 7814.20
. 1_9t" NH c,,~o USED
1265 DJVICfD FLOW
. OVEF;B~NK ,. SSUMEO NON-fFFECTIVE.eLLE~M 4060.:!C
jJ;E" 4041.90 ELl=iE,t,M
12(1.00 11.61 4052.11 r.o c.o 4('52.43 0.32 2.74 0.03 4041.'90
. 9200t). 73980. 18(12(". O. 32287. 1967. r. 3775. 665. 40 eo. 30
(1.39 2.29 9.16 0.0 (,. ('83 O.03C 0.('60 J.038 4040.50 1549.59
C.('I(l1421 1 pn,. 2536. 260r.. 2 c I c.r 5688. <;15 7 25t. 50
. 1.9C' CAPO USED
NH
SECNO O,="PTH C....SEL CRIws WSELK EG HV HL OL OS 5 BANK ELEV
a OL09 DCH UROB "LOB .CH AROB VOL T.' LEFTI'I:lIGHT (
. TIM':: "LO~ VCH V~OB XNL ll.NCH XN~ ..TN E\"M]N 55T A
SLOPE XLO eL XLCH XL OBR ITRIAL IDC ]CONT COF AR TOPliID ENDST
. OVEF= BANK jj:;f A ASSUMED NON-fFFECT]VE.eLLE~. _0_4.C( ELREAM _056. (Ie
124. ~C' 1 2.r 8 4053.78 0.0 C.O 405.th 12 0.34 1.69 0.01 4044.00
. 920....n. 7B~25. 13675. O. 3243t. 12Al. C. 4559. 795. 40~6.00
C._7 2.42 1~. 67 "." C'.091 0.030 0.060 J.037 4041.7'J 1491.97
('l.C{'l19_2 1 rr,". 112(' . 113('. 2 C I f.C 5567.41 7u~li.3e
. 1690 NH C~PC USFD
3265 DIVIDED FLOW
.
OYEPSANK APFA ASSUMED NON-fFFECTtYE.EL~f~M 4050.5C EL REA" 405a.oo
. 13(\.10 11.93 4055.33 Cd 0.0 4055.67 ().35 1.55 o.r:) 4U 60 .50
9Z00 ". .8~C 6. 436Q4c O. 24123. 6692. C. 5] li2. 898. 4:Jf9.00
O. '53 ? 00 6.53 0.0 C.096 0.035 o.<'(:() ,'). 0 36 4(\43.40 \9,1.77
c.rnl_24 800. 1235. 122C. 2 0 I O.C 5G 54. 61 73B7.52
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