Impacts of Downed Trees on hydrologic surface connectivity within the Mission River floodplain in Southeast Texas

This dataverse includes datasets as a result of NSF RAPID Award #1760717 that covers the ecological role and impact of downed trees on hydrologic surface connectivity within the Mission River floodplain.

There are two dataverses that have data inputs and products related to Objectives 1 and 2. These are:

Objective 1: Environmental Analyses

Objective 2: Roughness Scenarios

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351 to 360 of 789 Results

Stage_950.zip Jun 9, 2020 - Differences in Water Surface Elevation Between Roughness Scenarios: Landcover+50% - Landcover+25% ZIP Archive - 1.5 MB - MD5: 81871abffb7c16d96ca321b7a5869500 Map of differences in water surface elevation between roughness scenarios (resolution at 1.0m) associated with a flow stage of 9.50m.
Stage_975.zip Jun 9, 2020 - Differences in Water Surface Elevation Between Roughness Scenarios: Landcover+50% - Landcover+25% ZIP Archive - 1.7 MB - MD5: d7e182f736269edf6bd63003ff67366c Map of differences in water surface elevation between roughness scenarios (resolution at 1.0m) associated with a flow stage of 9.75m.
Mesh_10p00m.zip Jun 9, 2020 - Mesh Resolution of HEC-RAS Models: Average Point Spacing of 7.5m-15.0m ZIP Archive - 43.3 MB - MD5: dd569ce92b00da4ff5d907a625f56897 Computational Mesh with an average point spacing of 10.0m.
Mesh_12p50m.zip Jun 9, 2020 - Mesh Resolution of HEC-RAS Models: Average Point Spacing of 7.5m-15.0m ZIP Archive - 34.6 MB - MD5: 450d07579ef4a8301004bfb4996458b2 Computational Mesh with an average point spacing of 12.5m.
Mesh_15p00m.zip Jun 9, 2020 - Mesh Resolution of HEC-RAS Models: Average Point Spacing of 7.5m-15.0m ZIP Archive - 29.4 MB - MD5: e240850db2d7d9406fcf1d870bc18576 Computational Mesh with an average point spacing of 15.0m.
Mesh_7p50m.zip Jun 9, 2020 - Mesh Resolution of HEC-RAS Models: Average Point Spacing of 7.5m-15.0m ZIP Archive - 64.4 MB - MD5: 89ab4e3b85a96e1a85de40c95f2a00dc Computational Mesh with an average point spacing of 7.5m.
Boundary Conditions.zip Jun 9, 2020 - Hydrodynamic Model Input Data Shapefile as ZIP Archive - 3.5 KB - MD5: 7c9acd6b8dd89b2a7c1cd54c6a4f7dae Location of boundary conditions used in the model. There are five boundary conditions. BC_Line1 is the primary input location where flows actively occur; BCLine2 and BCLine3 are where flows drain out of; BCLine4 and BCLine5 are internal input boundary conditions where no active f...
Breaklines.zip Jun 9, 2020 - Hydrodynamic Model Input Data ZIP Archive - 294.5 KB - MD5: f60cf50a2c5b4d398ecd389a074ee12e Breaklines are specified around major tributaries and the main channel so that these locations have additional vertices near them in order to account for the high relief areas near the channel margins.
Mission_River_Steady_Flows.zip Jun 9, 2020 - Hydrodynamic Model Input Data ZIP Archive - 1.1 MB - MD5: e65bee1430f09a4a4ca9515669b0907e Flows that gradually increase from a low flow discharge (0.1 cubic meters per second) to a high discharge value that is coincident to the indicated stage within the file name. This is found through a rating curve provided by the USGS for gage station 08189500 (2009-2017) that is...
Model_Evaluation_Domain.zip Jun 9, 2020 - Hydrodynamic Model Input Data Shapefile as ZIP Archive - 2.9 KB - MD5: ad4fdcfe8ee7a05df854c985a28d4881 Boundary of outputs from the HEC-RAS v. 5.0.7 2D hydrodynamic model where results are considered stable and reliable. This boundary was derived in Castillo et.al. (in review).

Stage_950.zip

Jun 9, 2020 - Differences in Water Surface Elevation Between Roughness Scenarios: Landcover+50% - Landcover+25%

ZIP Archive - 1.5 MB -

Map of differences in water surface elevation between roughness scenarios (resolution at 1.0m) associated with a flow stage of 9.50m.

Stage_975.zip

Jun 9, 2020 - Differences in Water Surface Elevation Between Roughness Scenarios: Landcover+50% - Landcover+25%

ZIP Archive - 1.7 MB -

Map of differences in water surface elevation between roughness scenarios (resolution at 1.0m) associated with a flow stage of 9.75m.

Mesh_10p00m.zip

Jun 9, 2020 - Mesh Resolution of HEC-RAS Models: Average Point Spacing of 7.5m-15.0m

ZIP Archive - 43.3 MB -

Computational Mesh with an average point spacing of 10.0m.

Mesh_12p50m.zip

Jun 9, 2020 - Mesh Resolution of HEC-RAS Models: Average Point Spacing of 7.5m-15.0m

ZIP Archive - 34.6 MB -

Computational Mesh with an average point spacing of 12.5m.

Mesh_15p00m.zip

Jun 9, 2020 - Mesh Resolution of HEC-RAS Models: Average Point Spacing of 7.5m-15.0m

ZIP Archive - 29.4 MB -

Computational Mesh with an average point spacing of 15.0m.

Mesh_7p50m.zip

Jun 9, 2020 - Mesh Resolution of HEC-RAS Models: Average Point Spacing of 7.5m-15.0m

ZIP Archive - 64.4 MB -

Computational Mesh with an average point spacing of 7.5m.

Boundary Conditions.zip

Jun 9, 2020 - Hydrodynamic Model Input Data

Shapefile as ZIP Archive - 3.5 KB -

Location of boundary conditions used in the model. There are five boundary conditions. BC_Line1 is the primary input location where flows actively occur; BCLine2 and BCLine3 are where flows drain out of; BCLine4 and BCLine5 are internal input boundary conditions where no active f...

Breaklines.zip

Jun 9, 2020 - Hydrodynamic Model Input Data

ZIP Archive - 294.5 KB -

Breaklines are specified around major tributaries and the main channel so that these locations have additional vertices near them in order to account for the high relief areas near the channel margins.

Mission_River_Steady_Flows.zip

Jun 9, 2020 - Hydrodynamic Model Input Data

ZIP Archive - 1.1 MB -

Flows that gradually increase from a low flow discharge (0.1 cubic meters per second) to a high discharge value that is coincident to the indicated stage within the file name. This is found through a rating curve provided by the USGS for gage station 08189500 (2009-2017) that is...

Model_Evaluation_Domain.zip

Jun 9, 2020 - Hydrodynamic Model Input Data

Shapefile as ZIP Archive - 2.9 KB -

Boundary of outputs from the HEC-RAS v. 5.0.7 2D hydrodynamic model where results are considered stable and reliable. This boundary was derived in Castillo et.al. (in review).

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