My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
Point Flow Analysis Software for the Lower South Platte River
CWCB
>
Water Supply Protection
>
DayForward
>
5001-6000
>
Point Flow Analysis Software for the Lower South Platte River
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/11/2013 5:04:39 PM
Creation date
3/6/2013 3:09:49 PM
Metadata
Fields
Template:
Water Supply Protection
Description
User Guide: Point Flow Module & Querying & Charting Module
State
CO
Basin
South Platte
Water Division
1
Date
12/1/1994
Author
Northern Colorado Water Conservancy District
Title
User Guide for the Point Flow Analysis Software for the Lower South Platte River Kersey to Julesburg
Water Supply Pro - Doc Type
Report/Study
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
77
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
analysis is not performed by either the PFM or the Q &CM, but could easily be performed within a <br />database or spreadsheet environment. <br />The other field within histgaug.dbf that needs further explanation is COOPR_GGG (Field # 5). <br />COOPR_GGG is the field name representing the river gauge flow at Cooper Bridge. Cooper <br />Bridge spans the South Platte at a point approximately 5.7 river miles up river from the Balzac <br />Bridge (Morgan County - Washington County boundary line). The gauging site at Cooper <br />replaced the Balzac site on October 1, 1987, following the decommissioning of the Balzac Bridge. <br />Often, the 'new' Cooper gauging site is still referred to as the Balzac gauge. To eliminate any <br />misinterpretation, the sites have each been given their respective names. BALZAC_GGG, <br />therefore, contains gauge values up to September 30, 1987, and is empty thereafter, while <br />COOPR_GGG contains gauge flow values from October 1, 1987, to present. <br />In reading the above discussion regarding Historical Data Tables used for the Lower South Platte <br />River, it may have become evident that daily flow values for a particular structure can be acquired <br />from more than one database. Such is the case with many of the river diversion values (located in <br />both comm_dly.dbf and histdiv.dbf) and river gauging values (located in both comm_dly.dbf and <br />histgoug.dbf). Although these values appear in multiple databases, it is important to remember that <br />these values are derived differently. When more than one flow value is available, extra precaution <br />must be taken to only include one such value in the point flow calculations. This is done by <br />altering the True -False UTILIZE field in cntrltbl.dbf so that only one flow value for each structure <br />is employed. <br />Table 6 below summarizes the type of data utilized in computing the subreach gains and point <br />flows (point flow analysis) for the Lower South Platte River and from which database the <br />information is obtained. <br />Table 6 Database source of point flow data for the Lower South Platte River. <br />Data Type <br />Corresponding Database <br />Lower South Platte River Gauge Flows <br />histgaug.dbf <br />Canal/Ditch Diversion Flows <br />histdiv.dbf <br />Reservoir /Canal/Ditch Releases to <br />histdiv.dbf <br />Lower South Platte River <br />Creek/Stream/Drain Inflows to Lower <br />comm_dly.dbf <br />South Platte River <br />Recorded River 'Drying Points' <br />comm_dly.dbf <br />26 <br />ptflguid wpd 1 <br />
The URL can be used to link to this page
Your browser does not support the video tag.