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Map Name: Layers
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Layers:
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Connectivity Based On Inundation at 15,000 cfs (0)
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Connectivity Based On Inundation at 20,000 cfs (1)
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Connectivity Based On Inundation at 25,000 cfs (2)
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Connectivity Based On Inundation at 30,000 cfs (3)
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Connectivity Based On Inundation at 35,000 cfs (4)
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Connectivity Based On Inundation at 40,000 cfs (5)
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Connectivity Based On Inundation at 45,000 cfs (6)
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Connectivity Based On Inundation at 50,000 cfs (7)
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Connectivity Based On Inundation at 55,000 cfs (8)
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Connectivity Based On Inundation at 60,000 cfs (9)
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Connectivity Based On Inundation at 65,000 cfs (10)
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Connectivity Based On Inundation at 70,000 cfs (11)
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Connectivity Based On Inundation at 75,000 cfs (12)
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Connectivity Based On Inundation at 80,000 cfs (13)
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Connectivity Based On Inundation at 85,000 cfs (14)
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Connectivity Based On Inundation at 90,000 cfs (15)
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Connectivity Based On Inundation at 95,000 cfs (16)
Description:
Copyright Text:
Spatial Reference:
26915
(26915)
Single Fused Map Cache: false
Initial Extent:
XMin: 281652.3868186876
YMin: 3324452.233437153
XMax: 367917.2059510565
YMax: 3375575.3085205792
Spatial Reference: 26915
(26915)
Full Extent:
XMin: 308881.85
YMin: 3307255.29
XMax: 344082.85
YMax: 3390479.29
Spatial Reference: 26915
(26915)
Units: esriMeters
Supported Image Format Types: PNG32,PNG24,PNG,JPG,DIB,TIFF,EMF,PS,PDF,GIF,SVG,SVGZ,BMP
Document Info:
Title:
Author:
Comments: This dataset features inundated areas connected to the main channel at discharges from 15,000 cfs to 95,000 cfs. The spatial extent for floodplain inundation modeling in the lower Trinity River was from Romayor, Texas, to approximately Moss Bluff, Texas. River sections were modeled using steady flow conditions. For the upper section, discharge and stage were both available for the two gages (Romayor USGS 08066500 and Liberty USGS 08067000). For the lower section, the Moss Bluff gage (USGS 08067100) is tidally-influenced, so gage height didn’t correspond to upstream changes in discharge. To model river stage specific inundation for the upper section, discharge for each Landsat 8 overpass date was entered as the upstream condition and the corresponding water surface elevation (WSE; gage height, adjusted for local datum) was entered as the downstream constraint. The lower section, from Liberty to Moss Bluff implemented discharge as the upstream condition and normal depth was used as the downstream constraint. Both models were run using different upstream discharge values until modeled WSE most closely matched observed WSE. The two sections exhibited overlap between the bottom of the upper section and the top of the lower section so two shapefiles were created by clipping the inundation outputs at their intersection along U.S. Highway 90 (at Liberty gage). The clipped raster sections were merged to create a seamless output of stage-specific floodplain inundation.
Subject: This dataset features inundated areas connected to the main channel at discharges from 15,000 cfs to 95,000 cfs.
Category:
Keywords: Alligator Gar, Inland Waters, Population Evaluation, Habitat Evaluation, Conservation Design, Decision Support, Trinity River, Texas, Flood Frequency
AntialiasingMode: None
TextAntialiasingMode: Force
Supports Dynamic Layers: true
MaxRecordCount: 1000
MaxImageHeight: 4096
MaxImageWidth: 4096
Supported Query Formats: JSON, geoJSON
Supports Query Data Elements:
Min Scale: 0
Max Scale: 0
Supports Datum Transformation: true
Child Resources:
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