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FLOOD09787
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Last modified
1/26/2010 10:10:33 AM
Creation date
10/5/2006 4:38:39 AM
Metadata
Fields
Template:
Floodplain Documents
County
Delta
Community
Cedaredge
Stream Name
Surface Creek
Basin
Gunnison
Title
Floodplain Delineation for Cedaredge, Colorado
Date
12/8/2003
Prepared For
CWCB
Prepared By
Gared Grube
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />spreadsheet with Excel and sorted into individual cross sections. A Macro can be used to sort <br />and save the cross-sections in separate lab delimited text files that can be opened as a new view <br />in ArcView. A Macro is a series of commands and functions that are stored in a Microsoft <br />Vi\;ual Basic module and can be run whenever a specific automated ta"k needs 10 be perfonned. <br />The use of a Macro can significantly save time when the same operation will be repeatedly <br />performed. For each cross-section the lowest elevation point is extracted and saved in one lab <br />delimited text file to be used as the points for the river centerline in ArcView. <br /> <br />The GPS tab delimited text files are added into the ArcView "Tables", which are then added to <br />the view with "Add Event Theme:' Using the X-tool.. ArcView extension, created by Mike <br />DeLaune of the Oregon Depanment of Foresty. the separate cross-sectional points are convened <br />into polylines. which are then merged into one file containing multiple polylines. The centerline <br />points are added to the '"Tables" in ArcView and added to the view with "Add Event Theme". <br />The points are made into a poly-line that designates the centerline of the river reach. The view is <br />then projected into an appropriate coordinate system with the appropriate map and distance units. <br />The selection of the coordinate system and units should be made based on the geographic <br />location of the study area. the coordinate system of other GIS data. and the desired units of the <br />data. The merged theme of the cross sections is then convened to a shapefile. saving the <br />shapefile in the projected units. <br /> <br />A Triangular Irregular Network (TIN) is then created from the other GIS data using contours as <br />mass points for the elevation and the merged cross-sectional polylines and the centerline polyline <br />as hard brake lines. The TIN is created to assign elevations to each point. The HEC-geoRAS <br />ArcView extension. created by the Army Corps of Engineers Hydrologic Engineering Center, is <br />then used to create an expan file that can be impaned into HEC-RAS. The HEC-geoRAS <br />extension also requires the 3D Analyst ArcView extension to function. A streamline, cut lines. <br />flowlines. a 3D stream centerline, and 3D cross section lines are created from the preRAS menu <br />created by the extension and a RAS GIS file is created that is ready for Hydraulic Analysis using <br />HEC-RAS. For funher information on the HEC-GeoRAS ArcView extension refer to the HEC- <br />GeoRas User's f\.tanual. <br /> <br />17 <br />
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