[Example 3] Tracer Tracking Simulation in Real River

In this section, we perform s simulation of tracking floats for the discharge measurements in a real river. Floats are injected from a bridge and velocities are calculated by measuring the flow time between two sections ste up with 100m interval in which the upper section is located 130m downstream of the bridge. Using a discharge of 384m \(^3\)/s, flow calculation is conducted using Nays2d+, and the paths of the floats are simulated by UTT.

Flow Calculation by Nays2d+

Selection of Solver

From the start window of the iRIC, launch [Nays2d+] as Figure 166.

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Figure 166 : Solver Selection

Import Geometric Data and Making Computational Grid

Importing River Bed Elevation Data

From the main menu, select [Import]->[Geographic Data]->[Bed Elevation(m)] as Figure 167, and read “tikei.tpo (Point Claud Data)” as shown in Figure 168.

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Figure 167 : Import River Bed Data File

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Figure 168 : Selecting a tpo file

While reading the data, you need to set filtering value as Figure 169. In this example, choose [1] just for without filtering.

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Figure 169 : Input Filtering Value

The geometric data (ground elevation data) is shown as Figure 170.

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Figure 170 : Geometric Data

Setup Background image

From the main menu, select [File]->[Property], and press [Edit] button at [Coordinate System:] information as Figure 171.

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Figure 171 : Project Property

in the [Select Coordinate System] window, type “Japan” at [Search:] box, and select [EPSG ….. Japan …. IV] from the list below the [Search:] box, and press [OK] as Figure 172. Then close the [Project Property] window by pressing [Close].

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Figure 172 : Select Coordinate System

In the [Object Browser], put check marks at [Background Images (Internet)] ->[GSI (Ortho images)(Japan only)] as Figure 173.

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Figure 173 :Select Background Image

Grid Creation

From the main menu, select [Grid]->[Select Algorithm to Create Grid], and select [Create grid from polygonal line and width] in the next window (Figure 174)

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Figure 174 : Select Grid Creating Algorithm

Assign channel center points from the upstream side to down stream side as Figure 175. 上流側から下流へ向けて中心位置を選択する．

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Figure 175 : Assign Center Points

In the [Grid Creation] window, Figure 176, input values as Ni=200, Nj=60 and W=120, then the grid size becomes about 3.2mx2m as Figure 177.

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Figure 176 : Grid Creation

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Figure 177 : Created Grid Shape

Setup for Bridge Piers

From the [Object Browser] in the left side of the window, hide the [Point Cloud Data 1] by removing the check mark. Right click [Obstacles], select [Add]->[Polygons], and make polygons by clicking the outer edge of the piers, and assign them as [Obstacle] (Figure 178) Surround all the cells in one polygon and assign it as [Normal Cell]. Note that the [Normal Cell] polygon has to be located at lower layer than the [Obstacle] polygons (Figure 179).

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Figure 178 :Obstacle Cells for Bridge Piers

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Figure 179 :Normal Cells for All the Area

Set Manning’s Roughness Coefficient

[マニングの粗度係数]よりポリゴンから全格子囲みn=0.030を入力する．

In the [Object Browser] under the group of [Geographic Data], right click [Manning’s roughness coefficient] and select [Add]->[Polygons], and make a polygon covering all the grid domain, and input n=0.030 (Figure 180).

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Figure 180 :Set Manning’s Roughness Coefficient

Attributes Mapping

From the main menu, select [Grid]->[Attributes Mapping]->[Execute] (Figure 181).

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Figure 181 :Select Attributes Mapping

Put check marks at [Elevation(m)], [Obstacle] and [Maninng’s roughness coefficient] in the [Attribute Mapping] window as Figure 182, and press [OK] to execute mapping.

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Figure 182 :Choose Mapping Items and Execute Mapping

Set Calculation Condition

From the main menu, select [calculation Condition]->[Setting], and input parameters in the [Calculation Condition] window as the following figures of Figure 183, Figure 184, Figure 185, Figure 186, Figure 187 and Figure 188. When you finished to input parameters, press [Save and Close].

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Figure 183 :Discharge and downstream water surface elevation settings

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Figure 184 :Time series of discharge and downstream stage

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Figure 185 :Time and bed erosion parameters

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Figure 186 :Boundary Condition

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Figure 187 :Other computational condition

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Figure 188 :3D Velocity Profile

Execute a Solver

Save the project with some name, and run the solver by [Simulation]->[Run]. When the simulation finished, save the results and close the project.

Tracking Virtual Tracers by UTT

Select a Solver

In the [Select Solver] window, which appears when you select [Create New Project] in the startup window of the iRIC, select [UTT] and press [OK] as Figure 189.

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Figure 189 :Select UTT Solve

Import Grid Data

Right click [Grid(No Data)] in the [Object Browser] and select [Import] as Figure 190.

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Figure 190 :Select UTT

Choose [Case1.cgn] which contains the calculation results of [Nays2d+] saved in the previous section (Figure 191)

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Figure 191 : Select a File to Import

Confirmation of Geographic Data

Set coordinate system by selecting [File]->[Property] from the main menu as Figure 192.

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Figure 192 :Select Property

In the [Project Property] window, press [Edit] located at the [Coordinate System:] lin (Figure 193)

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Figure 193 :Project Property

Type “Japan” in the box next to [Search:]，select a line with [ EPSG:…Japan….CS VI], and press [OK] as Figure 194.

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Figure 194 :Select Coordinate System

Select [Background Images(Internet)]->[GSI(Ortho images)(Japan only)] from the Object Browser as Figure 195.

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Figure 195 :Background Image

Tracer Tracking by UTT

Calculation Condition

From the main menu, select [Calculation Condition]->[Setting], and set the [Calculation Condition] as Figure 196, Figure 197, Figure 198 and Figure 199. In which the CGNS file to read in the Figure 197 is usually the same file imported for calculation grid in Figure 191.

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Figure 196 :[Basic Settings]

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Figure 197 :Set the CGNS file to read the flow field information

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Figure 198 :Set special tracer information for path tracking

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Figure 199 :Diffusion Condition

Execute Calculation

From the main menu, save thr project by selecting [File]->[Save Project as], and execute UTT by selecting [Simulation]->[Run].

Visualization of the Calculation Results

From the main menu, select [Calculation Result]->[Open new 2D Post-Processing Window]. Put check marks in [Background Images(Internet)] and [GSI(Ortho Images)(Japan only)] in the Object Browser, as Figure 200.

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Figure 200 :Show Background Image

Right click the [Trajectory] at the [Polygon] in the Object Browser, and select [Property] as Figure 201.

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Figure 201 :Property of the Polygon

In the [Polygon Setting] window, set [Line Width] as [3] as 03_037.

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From the Object Browser, put check marks at [Scalar(node)] and [Velocity] and right click [Velocity] and press [Property]. In the [Scalar Setting] window, as shown Figure 202, uncheck [Automatic], set [Max:] and [Min:] vales, and uncheck [Fill lower area].

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Figure 202 :Scalar Setting

After above settings the calculation results of the tracers injected from the Bridge can be visualized as follows.

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Figure 203 :Tracer Tracking Paths

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Figure 204 : Tracer Tracking Animation