My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
4-07CW201 Supplemental Data
CWCB
>
Instream Flow Appropriations
>
DayForward
>
1-1000
>
4-07CW201 Supplemental Data
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/28/2017 10:04:03 AM
Creation date
7/14/2010 2:34:14 PM
Metadata
Fields
Template:
Instream Flow Appropriations
Case Number
07CW0201
Stream Name
Pauline Creek
Watershed
Tomichi
Water Division
4
Water District
28
County
Saguache
Instream Flow App - Doc Type
Supplemental Data
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
80
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
Show annotations
View images
View plain text
STREAM NAME: <br />Pauline Creek <br />AREA <br />(Am) <br />Q <br />(Qm) <br />XS LOCATION: <br />end of road where strean emerges from canyon <br />XS NUMBER: <br />1 <br />0.00 <br />0.0% <br />0.00 <br /># DATA POINTS= <br />0.00 <br />26 <br />0.0% <br />0.00 <br />0,00 <br />FEATURE <br />VERT <br />WATER <br />DIST DEPTH <br />DEPTH <br />VEL <br />0.00 <br />0.00 <br />RS <br />0.00 4.40 <br />0.00 <br />1 GL <br />1.30 5.69 <br />0.0% <br />1.01 <br />0.25 <br />5.00 5.72 <br />0.05 <br />1.4% <br />0.50 <br />8.00 5.71 <br />0.10 <br />0.07 <br />1.9% <br />10.00 5.99 <br />0.45 <br />0.23 <br />W <br />11.00 6.14 <br />0,50 <br />0.45 <br />0.23 <br />12.00 6.30 <br />0.25 <br />0.28 <br />0.55 <br />12.50 6,37 <br />0.20 <br />0.73 <br />0.50 <br />13.00 6.61 <br />0.45 <br />0.76 <br />4.9% <br />13.50 6.61 <br />0.45 <br />1.39 <br />0.59 <br />14.00 6.71 <br />0.55 <br />1.45 <br />0.25 <br />14.50 6.72 <br />0.55 <br />0.69 <br />0.30 <br />15.00 6.71 <br />0.60 <br />1.96 <br />0.53 <br />15.50 6.68 <br />0.50 <br />0.76 <br />0.0% <br />16.00 6.50 <br />0.30 <br />1.17 <br />0.00 <br />16.50 6,32 <br />0.15 <br />0.00 <br />0.30 <br />17.00 6.63 <br />0.45 <br />0.00 <br />0.60 <br />17.50 6.78 <br />0.60 <br />0.74 <br />0.50 <br />18.00 6.71 <br />0.60 <br />1.09 <br />13.4% <br />18.50 6.71 <br />0.60 <br />1.73 <br />0.49 <br />19.00 6.65 <br />0.50 <br />1.95 <br />0.11 <br />19.50 6.30 <br />0.15 <br />1.56 <br />R <br />20.50 6.13 <br />0.00 <br />0.39 <br />0.80 <br />21.30 6.19 <br />0.05 <br />0.00 <br />W <br />21.70 6.17 <br />0.00 <br />1 GL <br />22.80 5.68 <br />0.00 <br />TOTALS -- ---------- ---- -- - --- <br />C] <br />VALUES COMPUTED FROM RAW FIELD DATA <br />WETTED <br />PERIM. <br />WATER <br />DEPTH <br />AREA <br />(Am) <br />Q <br />(Qm) <br />%Q <br />CELL <br />0.00 <br />0.00 <br />0.00 <br />0.0% <br />0.00 <br />0.00 <br />0.00 <br />0.0% <br />0.00 <br />0,00 <br />0.00 <br />0.0% <br />0.00 <br />0.00 <br />0.00 <br />0.0% <br />0.00 <br />0.00 <br />0.00 <br />0.0% <br />0.00 <br />0.00 <br />0.00 <br />0.0% <br />1.01 <br />0.25 <br />0.19 <br />0.05 <br />1.4% <br />0.50 <br />0.20 <br />0.10 <br />0.07 <br />1.9% <br />0.55 <br />0.45 <br />0.23 <br />0.17 <br />4.4% <br />0,50 <br />0.45 <br />0.23 <br />0.31 <br />8.1% <br />0.51 <br />0.55 <br />0.28 <br />0.40 <br />10.3% <br />0.50 <br />0.55 <br />0.28 <br />0.19 <br />4.9% <br />0.50 <br />0.60 <br />0.30 <br />0.59 <br />15.1% <br />0.50 <br />0.50 <br />0.25 <br />0.19 <br />4.9% <br />0.53 <br />0.30 <br />0.15 <br />0.18 <br />4.5% <br />0.53 <br />0.15 <br />0,08 <br />0.00 <br />0.0% <br />0.59 <br />0.45 <br />0.23 <br />0.00 <br />0.0% <br />0.52 <br />0.60 <br />0.30 <br />0.22 <br />5.7% <br />0.50 <br />0.60 <br />0.30 <br />0.33 <br />8.4% <br />0.50 <br />0.60 <br />0.30 <br />0.52 <br />13.4% <br />0.50 <br />0.50 <br />0.25 <br />0.49 <br />12.6% <br />0.61 <br />0.15 <br />0.11 <br />0.18 <br />4.5% <br />1.01 <br />0.00 <br />0.00 <br />0.0% <br />0.80 <br />0.05 <br />0.03 <br />0.00 <br />0.0% <br />0.40 <br />0.00 <br />0.00 <br />0.0% <br />0.00 <br />0.00 <br />0.00 <br />0.0% <br />11.09 0.6 3.58 3.88 100.0% <br />(Max.) <br />Manning's n = 0.0841 <br />Hydraulic Radius= 0.32274806 <br />
The URL can be used to link to this page
Your browser does not support the video tag.