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• L. Fotherby <br />11/19/2007 <br />11/28/2007 edited <br />ay <br />s 75 surveyed transect sites <br />!ss than 89 additional sets of output data] <br />elevation data and input to cross section files <br />i output processing task) <br />cts otherwise <br />nels other than the main channel and require additional data entry time <br />a entry time <br />enter flow data into Platte HECRAS model. <br />ng crane visits <br />• ays and enter flow data into Platte HECRAS model. <br />vas to be provided to West as HECRAS tables <br />fata to be analyzed, probably requiring numberous HECRAS runs, <br />to from HECRAS output. Task 2 and Task 3 are for data processing <br />WC sites <br />less Shay requests conversion to text file) containing <br />64 WC sitings. <br />13 surveyed transects identified by date of survey and transect profile number. <br />day to WC siting day at the same transect; <br />iting day (main channel in at least 90% of cases) BETWEEN OBSTRUCTIONS ON TRANSECT NOTES; <br />,ided by wetted top width) of transect on day of WC siting <br />Jay of survey and day of WC siting at each transect to compute difference (328 *3 =492) <br />1 on day of WC siting, for each transect (3) at every WC siting (164) ( =3 *164 <br />h is between obstructions <br />day of WC siting, for each transect (3) at every WC siting (169) <br />AS model, for every WC siting (164* xxx = xxxx sites). <br />.rpolated cross sections, located every 0.1 miles between RM 239 at Overton to RM 157 at Chapmen. <br />each WC siting] <br />