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Whooping Crane Migrational Habitat Use Draft (2)
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Whooping Crane Migrational Habitat Use Draft (2)
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Last modified
1/26/2010 4:37:13 PM
Creation date
6/3/2009 9:41:23 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8461.100
Description
Adaptive Management Workgroup
State
CO
Basin
South Platte
Water Division
1
Date
8/6/2008
Author
Shay Howlin, Clayton Derby, Dale Strickland, Western Ecosystems Technology, Inc.
Title
Whooping Crane Migrational Habitat Use Draft
Water Supply Pro - Doc Type
Report/Study
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Predictive Maps <br />We used the model coefficients to predict the relative probability of selection for the habitat <br />parameter values at the available sample of points. Land cover maps were based on the land <br />use/cover parameters from the 1998 BOR GIS. Flow dependent models were mapped at three <br />flow levels, based on the quartiles of observed daily flow at the Kearney, NE gage during all <br />crane use days. Flow parameters were output from HECRAS for the 165 base transects during <br />the three flow levels, 250, 350, and 786 cfs. <br />RESULTS <br />There were 353 observations of crane groups recorded in the study area during the 11 monitoring <br />seasons of the Cooperative Agreement time period (Figure 1; Table 5). Of the 320 locations <br />within the land use/land cover GIS layer (BOR 2000), 150 were in the wetted channel, 143 in <br />agriculture, 21 in grass, 3 in shrub/forest, and 3 in wet grass (Table 6). There were 72 <br />observations of crane groups detected with the systematic aerial survey flights (Figure 2). There <br />were 58 observations of crane groups in the wetted channel detected with the systematic aerial <br />survey flights, 10 were in agriculture, 2 in grass, 1 in shrub/forest, and 1 in wet grass. <br />Aerial Survey Detection Rates <br />A predictive model was developed for use in analyses conducted with the monitoring data. The <br />final predictive model contained parameters for strata, contractor, and altitude. The form of the <br />final model was: <br />P(det) = exp[ -1.10 + 2.74(Strata) + 1.42(ContractorAIM) + 0.97(Contractor GREYSTOrrE) + <br />3.34(Contractor oTTERTAIL) - 1.89(Altitude)] <br />where Strata was 1 for the river and 0 for the upland, Contractor coefficients take on the value of <br />1 for a given contractor and 0 for WEST, and Altitude was 1 for 750 feet and 0 for 1000 feet. <br />The standard errors of the estimates were 0.56, 0.54, 0.49, 0.59, 0.79, and 0.62 respectively. <br />The model was used to estimate the probability of detection for each flight. The sum and average <br />predicted values across the flights estimates the overall detectability for a survey (Figure 3; Table <br />7). The average predicted probability of detection for each survey ranged from 0.34 to 0.78. <br />Imperfect detection probability of whooping cranes within the study area will bias the frequency <br />of use estimates and any conclusions based on the observed spatial distribution. The aerial <br />survey detection rate study has documented differences in the estimated detection probability, <br />which will be accounted for in the analyses of these data. The estimation of the detection bias <br />with the final predictive model enabled the calculation of an index of use, trend, and resource <br />selection parameters which are unbiased with respect to crane group detection in the study area. <br />10
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