GIS and SMS in Numerical Modeling of Open Channel Flow - PowerPoint PPT Presentation

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GIS and SMS in Numerical Modeling of Open Channel Flow

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TIN representing Pecan Bayou SE of Brownwood, TX ... Flow Data for Pecan Bayou. USGS gaging station. 27 mi downstream. Downloaded last 3. years of data ... – PowerPoint PPT presentation

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Title: GIS and SMS in Numerical Modeling of Open Channel Flow


1
GIS and SMS in Numerical Modeling of Open Channel
Flow
  • Ryan Murdock
  • November 28, 2000

2
SMS Surface Water Modeling Modeling System
  • Graphical pre and post processor for numerical
    surface water models

3
Data Collection
4
Detailed Stream Elevation Data
  • DEMs not suitable
  • Small scale TIN needed
  • TIN representing Pecan Bayou SE of Brownwood, TX
  • Based on 2 elevation contour data from aerial
    photogrammetry

5
TIN of Pecan Bayou SE of Brownwood, TX
6
Image Data
  • Displayed in the background
  • For on-screen digitizing
  • To enhance display of SMS model
  • For model placement (with registered images)

7
DRG of Brownwood, TX Quad Map
8
Flow Data for Pecan Bayou
  • USGS gaging station
  • 27 mi downstream
  • Downloaded last 3
  • years of data
  • Apply max, mean,
  • and min flows to
  • SMS model

9
Data Processing
  • More happened here than meets the eye

10
TIN Data
  • Clip down data
  • Very large (gt200 MB), hard to work with
  • Surface Create Contours using Spatial Analyst
  • Clip contours using Geoprocessing Wizard
  • Recreate TIN using 3D Analyst
  • Now what?
  • Need to convert to scatter point for SMS
  • SMS could not read my TIN directly

11
TIN Data
12
Convert TIN to Grid
  • Theme Convert to Grid using Spatial Analyst
  • Grid extents based on a smaller theme
  • Specify cell size

13
Convert Grid to ASCII Points
  • Arc workstation new name gridascii(tingrid)
  • SMS import ascii points as an arc view file
    (.arc)

14
Conceptual Model andMesh Building in SMS
15
Conceptual Model
  • Created using GIS objects (map module)
  • Constructed independently of the mesh
  • Description of the site
  • Geometric features (main channel and banks)
  • Boundary of domain to be modeled
  • Flow rates and wsels of boundary conditions
  • Material zones (Mannings n values, etc)

16
Conceptual Model
  • River boundary feature objects

17
Projection Challenges
  • Built conceptual model and mesh based on
    registered quad image
  • Elevation data (scatter points) based on TIN
  • Data in different projections
  • TIN- Albers Equal Area
  • Quad Image- UTM

18
Tracing channel in GIS using TIN
19
Import Shapefiles into SMS
20
Finish Conceptual Model
  • Redistribute vertices
  • For good element creation
  • Define polygons
  • Assign meshing parameters
  • For creating finite elements
  • Patch desirable when direction of flow known
  • Apply boundary conditions
  • Flowrate and head
  • Assign materials

21
Construction of Mesh Network
  • Convert feature objects to a mesh
  • Interpolating to the mesh
  • (scatter point module)
  • Renumber mesh (mesh module)
  • Organizes node and element ordering from
    specified boundary condition nodestring

22
Finite Element Mesh
23
Finite Element Modeling
  • Represent something physical with a mathematical
    equation
  • Want as few elements as possible, but still
    represent geometries accurately
  • Numerical model takes the conceptual model and
    gives results
  • SMS has capabilities for 1, 2, 3 D models

24
2D Work
  • Mesh was set up to run FESWMS, a 2D hydrodynamic
    model
  • Equations based on continuity of mass and
    momentum
  • Depth-averaged flow (downstream cross-stream)
  • Input model parameters (eddy viscosity, n, etc.)
  • Model crashed
  • Not a push button exercise

25
1D Modeling
  • Given position 1, find head and velocity at
    position 2
  • Balance energy at each cross section
  • Conservation of continuity momentum
  • Cross-section averaged flow

26
Near Future Work
  • Perform an advanced WSPRO analysis on the mesh
  • WSPRO is a one dimensional water surface profile
    computation model
  • Assumes flow normal to cross sections, steady
    state conditions, flat wsel across cross section
  • Examine results (depths and velocities) based on
    a few different characteristic flowrates at
    various cross sections
  • Refine roughness/land use estimates
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