My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WSP09538
CWCB
>
Water Supply Protection
>
Backfile
>
9001-10000
>
WSP09538
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/26/2010 2:54:22 PM
Creation date
10/12/2006 3:41:59 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8240.300.10
Description
San Juan Recovery Implementation Program
Basin
San Juan/Dolores
Date
10/12/2000
Author
SJRIP
Title
San Juan River Basin Recovery Implementation Program Final Annual Budget and Work Plan Fiscal Year 2001
Water Supply Pro - Doc Type
Publication
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
109
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
<br />Depth of open interstitial space (depth to embeddedness) will be measured on a 5 or 10-ft grid over the <br />extend of the bar. Measurement will be made by working a hand between rocks until the fingers touch <br />the sand embedded depth, The depth of penetration below the average top of cobble immediately <br />adjacent to the sample point will he measured and recorded as the depth of open interstitial space. <br /> <br />Change in bar morphology will be determined by producing three-dimensional plots of the surveyed <br />surface and subtracting the resulting surface from the surface generated from the previous survey. The <br />amount of change will be correlated to the flow conditions for the year. <br /> <br />The size distribution of cobble at each bar is computed and the D16, Dso and D84 sizes reported and <br />compared to previous years. Depth of open interstitial space will be computed as actual depth and <br />multiples of mean cobble diameter. <br /> <br />4, Backwater Perturbation Monitoring: To characterize the relative quality of backwaters, five <br />representative backwaters within each geomorphic reach will be measured for water and sediment <br />depth. Measurements will bc made annually between September 15 and Nov 1 per the long term <br />monitoring plan. These sites will remain the same from year-to-year to the extent possible. If a <br />backwater is "lost," another will be selected for sampling and retained in the sampling regime until it is <br />lost. Depth of sediment will be measured and recorded for "lost" backwaters. All measurements will be <br />made at flows between 500 and 1,000 cfs, if possible, and at the same flow from year-to-year, if <br />possible. Sediment and water depths will be measured at three points in each backwater (mouth, 1/3 and <br />2/3 of length), The backwaters sampled will be marked on digital aerial imagery. <br /> <br />Storm events will be determined by changes in flow and turbidity at USGS gages located near Shiprock <br />and Montezuma Creek. <br /> <br />The annual report will include a summary of backwater measurement data for each site, including site <br />location, water and sediment depth, flow at sampling, flow and turbidity data. Every five years the <br />runoff/storm event/backwater habitat relationships will be analyzed, <br /> <br />Products: <br /> <br />An annual report and data files for inclusion in the GIS database will be produced under this task. The annual <br />report will include a summary of backwater measurement data for each site, including site location, water and <br />sediment depth, flow at sampling, flow and turbidity data. <br /> <br />22 <br />
The URL can be used to link to this page
Your browser does not support the video tag.