My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SPDSS_Task77_PerformAnalysisofDeficitIrrigation
CWCB
>
Decision Support Systems
>
DayForward
>
SPDSS_Task77_PerformAnalysisofDeficitIrrigation
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
4/17/2013 9:40:02 AM
Creation date
5/27/2008 1:38:47 PM
Metadata
Fields
Template:
Decision Support Systems
Title
SPDSS Task 77 - Perform Analysis of Deficit Irrigation
Description
This memorandum presents the general approach for Task 77: Perform an analysis to determine whether estimating the use of supplemental supplies (i. e. ground water and reservoir releases) to meet full or partial potential use is appropriate for regions within the South Platte.
Decision Support - Doc Type
Task Memorandum
Date
6/13/2006
DSS Category
Consumptive Use
DSS
South Platte
Basin
South Platte
Contract/PO #
C153954
Grant Type
Non-Reimbursable
Bill Number
SB01-157, HB02-1152, SB03-110, HB04-1221, SB05-084, HB06-1313, SB07-122
Prepared By
Leonard Rice Engineering
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
8
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
The Integrated Decision Support (IDS) Group at Colorado State University is studying how <br />satellite imagery can be used to investigate crop consumptive use, crop stress, and effects of <br />salinity. This research is mainly focused on studies in the Arkansas River Basin. Based on a <br />review of information developed for a limited area and time period of the lower South Platte <br />River basin, this type of research may be useful in the future for investigating deficit irrigation <br />through identifying crop stress. The IDS Group has identified crop stress under parcels using <br />sole source wells as the supply, particularly for lands on the south side of the South Platte River <br />in areas with sandy soils. <br />Information from studies in the Arkansas and Republican River Basins regarding irrigation <br />pumping versus consumptive use studies indicates that the level of deficit irrigation is not <br />consistent. For example, in the Arkansas, it is not unusual to pump more than would be <br />predicted by the consumptive use methods because of water quality issues. In the Republican, <br />where greater aquifer depths drive pumping costs up, pumping is consistently less than estimated <br />by the consumptive use methods. The South Platte does not have the same water quality issues <br />as the Arkansas so "over" pumping is not expected to the extent found in the Arkansas. Nor <br />does the South Platte have the aquifer depths of the Republican River Basin, so the economic <br />incentive to deficit irrigate is not expected to be as strong. To characterize deficit irrigation over <br />an expansive area, a representative sample of wells need to be investigated. For example, soil <br />properties vary greatly throughout the South Platte River basin. Several people interviewed <br />indicated they would expect deficit irrigation to occur more in areas with sandy soils because the <br />soils cannot retain moisture as effectively. <br />In summary, the primary factors identified by individuals interviewed that influence deficit <br />irrigation include: <br />• Soil type <br />• Climatic conditions <br />• Time of growing season <br />• Crop type <br />• Whether the well serves as a sole source or supplemental supply <br />• Irrigation system capacity (well, pump, sprinkler) <br />• Aquifer level <br />Power Conversion Coefficient Method <br />The most direct way to investigate the extent of deficit irrigation occurring throughout the <br />SPDSS study area is to compare monthly pumping records to IWR estimates divided by an <br />application efficiency. For this comparison, the acreage and crop type associated with the <br />pumping records are needed to calculate the IWR. In the absence of flow meter records, electric <br />power records could be used with power conversion coefficients (PCCs) to estimate pumping. <br />The development of PCCs requires several parameters to be estimated including depth to ground <br />water, pumping capacity, and pump efficiency. These parameters are site specific and can <br />change over time. <br />In the mid 1990's DWR adopted Rules Governing the Measurement of Tributary Ground Water <br />Diversions Located in the Arkansas River Basin. Under these rules, the PCC approach can be <br />Task 77.doc 3 of 8 <br />
The URL can be used to link to this page
Your browser does not support the video tag.