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SPDSS_Task48-2_AlluvialGroundwaterModelingCalibration
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SPDSS_Task48-2_AlluvialGroundwaterModelingCalibration
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Last modified
4/17/2013 9:26:40 AM
Creation date
8/11/2008 1:11:50 PM
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Decision Support Systems
Title
SPDSS Task 48.2 - Development of Calibration Targets and Criteria - Phase 4
Description
This Technical Memorandum was undertaken under Task 48.2 of Phase 4 of the SPDSS, to develop calibration criteria, including selection of field data (targets) to be used during the model calibration. This TM summarizes the methodology and data that are anticipated to be used in the model calibration process.
Decision Support - Doc Type
Task Memorandum
Date
10/8/2008
DSS Category
Groundwater
DSS
South Platte
Basin
South Platte
Contract/PO #
C153953
Grant Type
Non-Reimbursable
Bill Number
SB01-157, HB02-1152, SB03-110, HB04-1221, SB05-084, HB06-1313, SB07-122
Prepared By
CDM
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distribution of available water level data that will be used i11 each of the model calibration <br />periods. An important aspect of selecting the transient calibration period is that it contains a <br />large munber of the wells that include at least four measurements i11 a given year i11 order to <br />adequately evaluate seasonal changes in water levels. Figure 3-4 shows the number of wells <br />that have at least four measurements per year. Many of these are from SPDSS-installed wells <br />that are equipped with data loggers. As shown uz the Figure 3-4, periods with a relatively large <br />number of wells t11at fit this criterion (defined here as at least 20 wells) include 1967-68, 1974-78, <br />1989-94, and 2000-2006. The last two of these periods generally include over 50 wells per year. <br />Table 3-1 lists the number of wells and measurements available for eac11 period. <br />Table 3-1 Summary of Groundwater Measurements for Model Calibration <br /> Steady-state Transient <br /> Calibration Period Calibration Period Validation Period <br /> 1991-1994 1999 - 2005 1950 - 2006 <br />Number of wells measured 391 605 4,811 <br />Number of measurements 3,205 23,826 75,049 <br />Number of wells with at least 82 170 431 <br />4 measurements in a ear <br />3.1.2 Streamflow <br />Arulual streamflow at three gages located throughout the model area were used to evaluate <br />hydrologic conditions: <br />• Sout11 Platte River near Kersey (6754000) gage, <br />• Soutll Platte River at Henderson (6720500) gage, <br />• Cache la Poudre River near Greeley (6752500) gage. <br />The data from these gages were compared to eac11 other over the period of record; relatively wet <br />and dry cycles at the three gages were fowld to be in general agreement, as shown on Figure 3- <br />5. The average flow at each gage for various periods of record including each calibration period <br />are shown in Table 3-2. The difference in average flows for eac11 period of record is compared <br />to the full period of record for each gage and was used i11 the evaluation. <br />The results in Table 3-2 show that average Streamflow was higher during the study period <br />(1950-2005) than the period of record average flow for eac11 gage by 8 to 18%. T11e steady-state <br />period 11as lower Streamflow t11an the period of record average, by about 15%. T11e Streamflow <br />during this period is lower t11an bot11 the full period of record and t11e study period but other <br />criteria (suc11 as the number of observation wells) support t11e use of t11e selected calibration <br />periods. The transient period has Streamflow ranging from -8 to 5% of the average flow for <br />each gage. This period shows significant variability in streamflow (Figure 3-5), wit111999 <br />showing very high flows at the Kersey and Henderson gages, 2002 showing some of the lowest <br />flows on record, and 2005 having average flows. <br />P~ SPDSS T~8 2 Final TM 10-08-0t~.doc 7 <br />
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