LWI R7 Lake Maurepas NRPS PoC RAS: Fluvial Existing 100YR SST 6ft
Proof of Concept model of existing conditions at Bayou Manchac and New River for proposed New River Pump Station. Flooding from backwater with storm center over Amite River basin. Initial water surface elevation set at 6 ft for Spanish Lake/Bayou Manchac area. Flood gates at Manchac Rd closed throughout run time.
Model Software Version
HEC-RAS version 6.4.1Model Application
LWI R7 Lake Maurepas New River Pump Station PoCSimulation Type
PRODUCTION_RUNInput Files
| Title | Description | Location |
|---|---|---|
| DSS File | DSS File | DSS/NR_PS_SST_100yr.dss |
| b file | RAS master input text file | LM_West.b20 |
| g file | RAS geometry file | LM_West.g05 |
| c file | Binary Geometry file from Geom Prep | LM_West.c05 |
| x file | Geometry master input text file | LM_West.x05 |
| u file | unsteady flow file | LM_West.u21 |
| u hdf file | unsteady flow file in HDF format | LM_West.u21.hdf |
Output files
| Title | Description | Location |
|---|---|---|
| p file | Model plan data | LM_West.p20 |
| p hdf file | result output in HDF format | LM_West.p20.hdf |
| DSS Output File | HEC-RAS output file in DSS format | LM_West.dss |
Parameters
| Parameter | Value |
|---|---|
Temporal extent
| 2016-08-09 |
| 2016-08-26 |
Temporal resolution
10SECResource Files
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Metadata record information
| Created By | kslover@dewberry.com |
| Created At | 2025-06-25t14:18:06.930072+00:00 |
| Access Level | Public |
| Is Reviewed | True |
| Owner | kslover@dewberry.com |