ISFAPPC01669

• Case Number: 02CW0267
• Stream Name: Eider Creek
• Watershed: San Miguel River
• Water Division: 4
• Water District: 60
• County: San Miguel
• Instream Flow App - Doc Type: Supplemental Data

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STREAM NA19E: E ider Creek
XS LOCATION: 150 ft upstrea m of HWY 145
XS NUMBER: 1
INPUT DATA
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____ #
_____ DATA POINTS=
_____________
_________ 29
_______ VALUES COMPDTED FROM RAW
________________________ FIELD
______ DATA
___________
_________
____________
FEATURE ____ _____ _____________
VERT _________
WATER _______ _________
WETTED _______________
WATER ______
AREA ___________
Q _________
$ Q
D IST DEPTH DEPTH VEL PERIM. DEPTH (Am) (Qm( CELL
5 0 .00 0.65 0.00 0.00 0.00 0.00 0.00 0.00 0.0$
'_ G 0 .80 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0$
1 .00 1.10 0.00 0.00 0.00 0.00 0.00 0.00 0.0$
z .oo 1.6s o.oo o.oo o.oo o.oo o.oo o. oo 0.04
W 3 .00 1.90 0.00 0.00 0.00 0.00 0.00 0.00 0.0$
3 .50 2.10 0.20 0.00 0.54 0.20 0.10 0.00 0.04
4 .00 2.10 0.20 0.00 0.50 0.20 0.10 0.00 0. 0$
4 .50 2.10 0.20 0.00 0.50 0.20 0.10 0.00 0.0$
8 .00 2.20 0.30 0.00 0.51 0.30 0.15 0.00 0.0$
5 .50 2.25 0.35 0.00 0.50 0.35 0.18 0.00 0.0$
6 .00 2.30 0.40 0.01 0.50 0.40 0.20 0.00 0.14
6 .50 2.20 0.30 0.20 0.51 0.30 0.15 0.03 1.04
] .00 2.30 0.40 0.60 0.51 0.40 0.20 0.12 3.94
] .BO 2.30 0.40 1.10 0.50 0.40 0.20 0.22 ].2$
0 .00 2.30 0.40 1.00 0.50 0.90 0.20 0.20 6.54
0 .50 2.30 0.40 1.35 0.50 0.40 0.20 0.2] 8.04
9 .00 2.30 0.90 1.55 0.50 0.40 0.20 0.31 10.14
9 .50 2.30 0.50 1.39 0.50 0.50 0.25 0.35 11.3$
10 .00 2.20 0.40 1.]9 0.51 0.40 0.20 0.36 11.74
10. 50 2.30 D.50 1.50 0.51 0.50 0.2s 0.30 12.23
11. 00 2.30 0.50 1.20 0.50 O.s0 0.25 0.30 9.0$
11. s0 2.30 0.50 1.05 0.50 0.50 0.25 0.26 8.64
12. 00 2.30 0.50 0.60 0.50 0.50 0.25 0.15 4.9$
12. 50 2.30 0.50 0.50 0.50 0.50 0.25 0.13 9.14
W 13. 00 1.00 0.00 0.00 0."11 0.00 0.00 D.00 0.04
13. 50 1.10 0.00 0.00 0.00 0.00 0.00 0.00 0.03'
19. 00 l.lo o.oo O.oo o.oo o.oo o.oo o. o0 0.04
1 c 14. zo 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.04
s 14. 60 o. es o.oo o.oo o.oo o.oo o.ao o.oo o. o$
TOTALS _____ ____________ _____ ____10 30_ ______0.5 ______ 3_68__ ____3.0]___ __100.03
(Max.l
Manning'S n = 0.1423