FLOOD03796

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

3301 HV CHANGED MORE THAN HYINS C
SECNO OEPT H CwSEL CRIwS WSELI<. EG HV HL CLOSS BANK ELEY
a CLOg OCH aROB ALoe ACH AROB VOL TOA LEFTI'RIGHT
TIME VLoe VCH \iROB XNL )(NCH XNR .TN ELMtN SSl'A .
SLOPE XL08L XLeH XL 08 R ITR I AL laC ICONT COR AR TOpwtO ENDST
aVER~ANK AR~A ASSUMED NON-EFFECTIVE.ELLEA. 40BO.CO ELREA. 408~.OO .
3160.10 10.2. 4073.84 0.0 0.0 4075.64 t .80 0.93 0.62 4080.00
4600. O. 4601'). o. O. 427. o. 49. 10. 4083.00 .
0.12 O. a IC.77 o. a 0.090 0.0:30 0.090 0.030 4063.60 1241-83
0.005909 260. 285. 310. 2 0 I 0.0 86.88 1328.70
4
3301 HV C ~"'NGEO MORC: THAN HYINS
OVERBANK Af:lEA ASSUMED NON-EFFECTIVE.ELLEAM 4080.40 ELREA. 4081.60 4
3170.10 11.38 4075.98 0.0 0.0 4076.29 0.31 0.05 0.60 4071.50
0\ 6 0 o. o. 0\ 600. o. o. 1037. o. 50. 10. 4018.70 4
n. t 2 0.0 4.44 0.0 0.090 0.030 0.090 0.030 4064.60 3027.03
c. OCC4 86 80. 45. 45. 3 0 I 0.0 104.93 313 Ie 96
4
NORMAL BRIOGE.NFtO.t3... MIN EL T RD AI ...080....0 MAX ELLC" "'078.10
OVEJ:iBANK ARe-A ASSUMED NaN-EFF~crlvE.ELLEA* ...080....0 ELRE..... 4081.60 4
3t70.20 It.33 4075.93 0.0 0.0 4076.37 0.4. 0.00 0.08 4077.50
4600. O. 4600. O. O. 863. O. 50. 10. 4Q78.70 4
0.12 0.0 5.33 0.0 0.090 0.030 0.090 0.030 4064.60 3027.03
0.00t2t7 I. I. I. 2 0 I -167.96 t04.93 313h96
41
NORMAL BRIDGE. NROAl). MIN 'ELTROM .080....0 MAX ELLC. 4078.10
OVfRBANK ARE... ASSUMED NON-EFFECTtVE,EllEA. 4080.40 ELREA* 4081.60 41
3110.30 1 i. 31 4C75.Q7 0.0 0.0 4016.41 0.44 0.04 O.OC) 4077.50
460 O. O. 4600. O. O. 865. O. 51. 10. 4078.70 41
0.13 0.0 5.32 0.0 0.090 O.03C 0.090 0.030 4064.60 3027.0~
a.tOl20e 35. 35. 3!5. I 0 I -169.e2 104. 9] 3131.96
t
OVER SAN K AREA ASSUMEO NON-EFFECT IVE,ELLEAM 4080.4(., ELREA. 4081.60
3170. 40 11.58 4076.18 0.0 0.0 .076.47 0.29 O.CiO 0.06 4077.50 t
4600. o. 460t. O. O. 1 C57. O. 51. 10. 4076.70
0.1.3 0.0 4.:35 0.0 0.090 0.030 0.090 O.i)30 406..60 3021.03
0.000457 I. I. I. 2 0 I 0.0 104.94 313h9t:
t
SE.CNO DEPTH C.SEL c'n_s '-SELI< EG HV HL OLOSS BANI( ElEV
a OLOS OCH OROB ALCS ACH ....ROB VOL T.. LEFT/RIGHT
TIIolE VLOB VCH VR08 XNL XNCH XNR WTN ELNlIN SST .. t
SLOPE XLOSL xlCM XLOtlR ITR 1 AL [DC ICONT CORAR TOP... 10 ENDST
OVEP8ANK ARe-A ASSU~O NON-FFFECT]VF,ELLEA. 4080.00 ElREA* 4079.80 .
3180.10 It.56 4076.06 0.0 0.0 407E:.7C 0.64 0.02 0.21 40eo.00
46eO. O. 460Cl. o. O. 716. O. 51. 10. 4079. eo .
t.13 0.0 6.43 0.0 0.(.90 0.030 0.090 o. C30 4064.50 1273.34
O.OC1.ZQO 32. 32. 32. 2 0 I 0.0 100.86 1314.20
149C NH CARQ USED .
33"1 t<V CI-"ANGED III ORE THAN HVINS
.
OVERB....NK APE' A ASSUMEO NQN-EFFECTIVE,ELLE'A' 4080.00 ELREA. 4080.20
3190. to 9.16 4076.26 0.0 0.0 4.077.92 1.66 0.61 0.61 40eo.00 .
46t~O. O. 4600. o. O. 4"~. O. 55. 110 40 eo. 20
0.1." 0.0 \0.34 0.0 O"n9ft "'"n:v~ f'\ ,fU'11'\ f'l, e~e ..8..'., 1ft 17"8_a...