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Labor Estimate for Phase II Whooping Crane Analysis <br />219 transects <br />73 sites <br />Assume 75 sites Assume 3 surveyed transects per site <br />225 transects <br />18.75 days to enter transect data into HECRAS at 12 transects per d. <br />89 sitings that require flow input data but used the same locations as the <br />(Some of these sitings may be on the same day, so there could be /e <br />DAYS TASK NO TASK DESCRIPTION <br />INPUT <br />1 Enter transect data into HECRAS for 75 sites <br />19 la Convert processed survey transect data to cross section <br />Enter obstruction locations in cross sections? (May be an <br />Assumption- Siting is in main channel unless Shay instruc <br />Assumption- 10 percent or less of the sitings will be chan <br />2 1 b 7 sites will not be in the main channel and may need extra <br />1 1 c Get 75 USGS mean daily flow values for siting days and <br />Assumption- Shay will provide dates and times of whoopi <br />1 1 d Get 89, or less, USGS mean daily flow values for siting d; <br />1 1e Match /organize cross sections in HECRAS for 89 sites. <br />The original estimate was based on labor to input and run HECRAS. Data u <br />and as HECRAS plots of cross sections. Because of the large quantity of o <br />Shay and I also discussed labor for Reclamation to extract specific WC dai <br />and Task 3 is new. <br />DAYS TASK NO TASK DESCRIPTION <br />OUTPUT <br />2 Processing and Reporting Data from HECRAS output on <br />Assumption- Deliverable is a table (spreadsheet table unl <br />3 variables per transect, 3 transects per WC siting, and 1 <br />Every WC siting is associated with: date of WC siting anc <br />Assumption- The 3 variables are: <br />change in WS elevation from transect survey <br />wetted top width of transect channel on WC s <br />hydraulic depth (flow area of main channel dig <br />2 2a Download into spreadsheet water surface elevations on d <br />2 2b Download into spreadsheet wetted width of main channel <br />using cross section output, check that water surface widtl <br />2 2c Download into spreadsheet average depth of transect on <br />3 Processing HECRAS data on all cross sections <br />between Overton and Chapmen in the Platte River HECF <br />The model has approximately 900 cross sections and inte <br />[Data may be provided as a separate run /output table for <br />