FLOOD01402

• County: Larimer
• Community: Larimer County
• Stream Name: Spring Creek
• Title: HEC-2 Data
• Date: 10/25/1982
• Prepared For: CWCB
• Prepared By: CWCB
• Contract/PO #: &&
• Floodplain - Doc Type: Data ‎(general)‎

1

5,60'0
5.700
6 d!.O.O
7,000
8.00~
9.000
"10.000
11.000
12...POO
13.000
14.000
15.000
16.000
17.000
.18.ono

------9"3.- ------y52-:-- .---2:5"------ 10~.6
169. 272. 1.0 103.8
76. _____ 98 ~~___ _~__ 10_~~_~___
- - ~5-~--- - 85. 3.3 105,'+
7e. 125. 2.2 106.6
56. __ __---"'!.L __.~.._L_____107~_2
71~ 126. 2.2 107,6
65. 97. 2.9 108.0
_~_!! __~~___ ~d 107~9
68.--------- 93. --- 3.0 108,l
65. 106. 2.7 108.1
92, _~Q:_~__~Lf?__ _____tQ_~,_~____.
-- ---3"9-:------------ 57. '+.1 109,8
31. 37. 6.2 112.'+
~~____~~_____~_L'!______ ___:1,.~_"IJt,.1.

..-------- -
102.0 1.6
102.2 1.6
_.1-_0.2 L ~ __ __ .111..____
10'+.3 1.1
105.2 1.4
_H5.2.. .1.~
106.2 1.4
106.6 1.'+
..106.6 __ .. __...l~._______._.
106.7 1.1.1-
106.1 1.'+
_"Jla __5___ ____'l..~____
109.3 0.5
111.8 0.6
lH.3. ......o~.a

1

FLOODWAl'...IJ_ATA-,_ ___SJ'R...DJ_G CRE[K ____________________
PROFILE NO. 3

STATION

'il"-;2'ifo
0.300
0.400
0.50'0
1.0(,\/)
2.000
2'.10'0 ..
3.000
4.000
5.000
5.100
5.200
5.3-00
5.400
5.500
5.600
5.100
6.000
7. (foo
8.000
9.000
10.000
11.000
12.000
13.00n
14,000
15.000
. 16;000
17.000
18.000

i

------- FLOOOWAY -------
WfOTH-----sECTrorr---ME A N----
1FT) AREA VELOCITY

WATER SURFACE ELEVATION
wri""H' --WITHouf- -DI-F-FERENCE
FLOODWAY FLOODWAY

----999-~---------"l-q66. 0.6
575. 286. 2.6
672. 508. 1.5
T1o. -'--387.-- ----L 9
16B. 202. 3.7
__!__'!:.?_.___ _ .~O_6~__~_~~"~._
152; --- 237. 2.4
155. 235. 2....
112. 211. 2.7
-15'3"";-- '---Tn-. - -4;'
129. 120. 4.7
65. 108. 5.2
146-.- ---205 .---- -2~-a"-
34. 69. B.2
35. 81. 7.0
-f21-: ---- ---2i-8-~---- ---2 ~-6---
175. 359. 1.1
eo. 144. 2.8
51-; -loT;-- -.. .-0---
80. 162. 2.5
61. 119. 3.4-
-- -'-4--;--- --f58-~- -----2:5---
66. 125. 3.2
70. 109. 3.7
71--~--- --rf4 ~-"'-3.-5
67. 135. 3.0
99. 79. 5.1
~3~--- - 67~- .5~T--- .-
35. 50. 6.8
42. 58. 5.9
.---------------

-8-8~-q:
89.8
_ 92.0
92.1
92.4
9.;3.8
94.3
9'+.8
95.5
97.3
98.2
9'9.1
liio~-o
101.2
10l.?
iO'4.2
104.4
lO4-!4-_
'105.8
107.0
107.6_
. --106.0
108.4
108.4
168.5
108.6
109.0
"110.1
112.8
117.5

86.3
89.0
~o.~
90.5
90.6
92!3__
92.8
93.6
94,.3
96.2
97.0
97.5___
-97.9
99.9
100.3
102.0
H2.2
102.1
-104.3
105.2
105.9
106.2
106.6
10~.6n
106.7
106.7
108.,_5
109.3
111.8
116.3

2.1
0.8
n_ ____1__,,_(:..
1.6
1.~
_l,.5_ ____ ___ ______
1.5
1.2
L~_.?__
1.1
1.2
_ _ ---.t._6
2.1
1.3
1 ~_~_
2.2
2.2
?~~--
1.5
1.8
1--,_1' __
1.8
1.~
1..~___
1.8
1.9
.1l!_5 __n____
0.8
1.0
L.?_____

PAGE

'18

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