1 overview of unsteady flow modeling with hec-ras gary w. brunner, p.e
TRANSCRIPT
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Overview of Unsteady Flow Modeling With HEC-RAS
Gary W. Brunner, P.E.
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Introduction
Overview New Geometric Features for HEC-RAS Geometric pre-processor Boundary and initial conditions Unsteady flow simulation manager Post-processor Additional graphics/tables to view results
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Overview
Common geometry and hydraulic computations for steady & unsteady flow
Using the UNET equation solver (Dr. Robert Barkau)
Can handle simple dendritic streams to complex networks
Able to handle a wide variety of hydraulic structures
Extremely fast matrix solver
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New Geometric Features for RAS
Existing Geometric Features all work for unsteady flow (XS, bridges, Culverts, inline weirs/spillways)
Lateral Weirs/Spillways Storage Areas Storage Area Connections (weirs, gated
spillways, and culverts) Pump Stations
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Pre-processing Geometry
For unsteady flow, geometry is pre-processed into tables and rating curves Cross sections are processed into tables of
area, conveyance, and storage Bridges and culverts are processed into a
family of rating curves for each structure Weirs and gated structures are calculated
on the fly during unsteady flow calculations Pre-processor results can be viewed in
graphs and tables
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Cross Section Properties Plot
0 1000 2000 3000 4000 5000 6000 7000650
660
670
680
690
700
Property TableRS = 138154.4
Conveyance/1000 (cfs) Storage (cu ft)
Ele
vatio
n (f
t)
Legend
Conv. Channel
Conv. Valley
Conv. Total
Storage
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Cross Section Properties Table
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Bridge Hydraulic Properties Plot
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Boundary and Initial Conditions
Boundary conditions must be established at all ends of the river system: Flow hydrograph Stage hydrograph Flow and stage hydrograph Rating curve Normal depth
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Boundary and Initial Conditions
Interior boundary conditions can also be defined within the river system: Lateral inflow to a node Uniform lateral inflow across a reach Ground water interflow Time series of gate openings Elevation controlled gate Navigation Dams Observed internal stage and/or flow hydrograph
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Boundary and Initial Conditions
Initial conditions must be established for the entire system: Specify flows and perform a steady flow
backwater analysis Read in flow and stage at every node from
a previous run, “hot start” file
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Unsteady Flow Simulation Simulation Manager
1. Define a Plan
2. Select which programs to run
3. Enter a starting and ending date and time
4. Set the computation settings
5. Press the Compute button
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HEC-RAS Computation Window
Geometric Pre-Processor
Unsteady Flow Simulation
Post Processor
Computational Messages
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Simulation Options
Stage and Flow Output Locations Flow Distribution Locations Flow - Roughness Change Factors Seasonal Roughness Factors Friction Slope Method Output Options:
Write out Restart File Detailed Log level output
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Simulation Options- Continued
Encroachments - Method 1 Only Dam Breaching Levee Breaching Mixed Flow Regime Checking Data Before Computations Viewing Computation Log File
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Calculation Options and Tolerances
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Post-processing Results
Used to compute detailed hydraulic information for a set of user-specified time lines and an overall maximum water surface profile.
Computed stages and flows are passed to the steady flow program for the computation of detailed hydraulic results
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Viewing Unsteady Flow Results
All of the output that was available for steady flow computations is available for unsteady flow (cross sections, profile, and 3D plots and tables).
Stage and flow hydrographs Time series tables Animation of cross section, profile and 3-
dimensional graphic
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Stage and Flow Hydrograph
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Time Series Table
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Animation of Profile Plot
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HEC-RAS Demonstration