Bear Creek Appendices

• Case Number: 05CW0147
• Stream Name: Bear Creek
• Water Division: 4
• Water District: 60
• County: San Miguel
• Instream Flow App - Doc Type: Supplemental Data

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STREAM NAME:
XS LOCATION:
XS NUMBER:

STAGING TABLE

DIST TO
WATER
{FT)

.

Bear Creek
200 ft u/s of Primitive Camp Area bridge, Tel Cmpgnd
1

.

*GL* = lowest Grassline elevation corrected for sag
*WL* = Waterline corrected for variations in field measured water surface elevations and sag

TOP
WIDTH
(FI)

AVG.
DEPTH
(FT)

MAX.
DEPTH
(FT)

AREA
(SQ FT)

WETTED
PERIM.
(FT)

PERCENT
WET PER
{%J

HYDR
RADIUS
(FT)

FLOW
(CFS)

AVG.
VELOCITY
(PT/SEe)

"GL*

===================================================================================================================

*WL*

1.83
2.01
2.l2
2.17
2.22
2.27
2.32
2.37
2.42
2.47
2.52
2.57
2.62
2.67
2.72
2.77
2.82
2.87
2.92
2.97
3.02
3.07
3.12
3.17
3.22
3.27
3.32
3.37
3.42
3.47
3.52
3.57
3.62
3.67

,
!

22.98
21.99
21.82
21.61
21. 41
21.20
21. 00
20.79
20.58
20.38
20.17
20.01
19.84
19.66
19.48
19.30
19.12
18.93
18.75
18.57
18.39
18.20
11.95
16.53
14.85
11.65
10.55
9.37
8.29
5.25
3.21
1.56
0.64
0.10

1.35
1.16
1.12
1. 08
1.04
1. 00
0.96
0.92
0.87
0.83
0.79
0.75
0.70
0.66
0.62
0.51
0.53
0.48
0.44
0.39
0.34
0.30
f~
~
0.19
0.19
0.16
0.13
0.09
0.01
0.06
0.05
0.02
0.01

1.86
1.62
1.57
1.52
1. 47
1.42
1.37
1.32
1.27
1.22
1.17
1.12
1.07
1. 02
0.97
0.92
0.87
0.82
0.77
0.72
0.67
0.62
0.57
0.52
0.47
0.42
0.37
0.32
0.27
0.22
0.17
0.12
0.07
0.02

31. 02
25.47
24.37
23.28
22.21
21.14
20.09
19.04
18.01
1.6.99
15.97
14.97
13.97
12,98
12.00
11. 04
10.08
9.12
8.18
7.25
6.32
5.41
4.51
3.64
2.85
2.23
1.67
1.17
0.73
0.39
0.18
0.07
0.02
0.00

24.12
23 .02
22.82
22.59
22.36
22.13
21.90
21.67
21.44
21.21
20.98
20.79
20.59
20.39
20.18
19.91
19.77
19.56
19.35
19.14
18.93
18.73
18.45
17.02
15.32
12.10
10.97
9.73
8.59
5.48
3.38
1.66
0..68
, ,-.:~O'.10

-".-':

100.0%
95.4%
94.6%
93.6%
92.7%
91.7%
90.8%
89.8%
88.9%
87.9%
87.0%
86.2%
85.4%'
84.5%
83.7%
82.8%
81.9%
81.1%
80.2%
79.3%
78.5%
77 .6%
76.5%
70.G%-
63.5%
1502% I
45.5%
40.3%
35.6%
22.7%
14.0%
6.9%
2.8%
0.4%

1.29
1.11
1.07
1.03
0.99
0.96
0.92
0.88
0.84
0.80
0.76
0.72
0.68
0.64
0.59
0.55
0.51
0.47
0.42
0.38
0.33
0.29
0.24
0.21
0.19
0.18
0.15
0.12
0.09
0.07
0.05
0.04
0.02
0.01

155.24
115.30
107.78
100.57
93.59
86.82
80.28
73.96
67.87
62.01
56.37
50.89
45.66
40.68
35.94
31.45
27.21
~
23.23
19.51
16.06
12.89
10.01
7.45 3/
5.5~ J
-'3.94
3.0~"/;
2.02
1.21
0.60
0.28
0.11
0.04
0.01
0.00

5.01
4.53
4.42
4.32
4.21
4.11
4.00
3.88
3.71
3.65
3.53
3.40
3.27
3.13
2.99
2.85
2.70
2.55
2.38
2.22
2.04
1.85
l. 65
1. 51
1.38
1.37
1. 21
\1.03\
0.82
0.73
0.61
0.51
0.34
0.17

.. 10.\6

3. 00