Section 9 Model Construction: WQ Simulation Class

9Model Construction: WQ Simulation Class

  9.1Overview

  9.2Water Quality

    9.2.1Command Status

    9.2.2Description

    9.2.3None

    9.2.4TUFLOW

  9.3Water Quality Configuration

  9.4Initial Conditions

    9.4.1Command Status

    9.4.2Description

    9.4.3Spatially Constant

      9.4.3.1Two Dimensional

      9.4.3.2Three Dimensional

    9.4.4Spatially Varying

      9.4.4.1Two Dimensional

      9.4.4.2Three Dimensional

    9.4.5Restart File

  9.5Boundary Conditions

    9.5.1Command Status

    9.5.2Description

      9.5.2.1Step 1: Boundary Model Implementations

      9.5.2.2Boundary Location Definition

      9.5.2.3Step 3: Boundary Condition Block

      9.5.2.4Input Data For Boundary Conditions

        9.5.2.4.1WQ Header, WQ Scale, WQ Offset and WQ Default

    9.5.3Water Level

    9.5.4Inflow/Outflow

    9.5.5Stage Discharge

    9.5.6Ocean Circulation Model

    9.5.7Mass Flux

      9.5.7.1FC

      9.5.7.2FC_POLY

      9.5.7.3FCM

      9.5.7.4FC_GRID

    9.5.8Scalar Concentration

      9.5.8.1SCALAR

      9.5.8.2CP

      9.5.8.3CP_POLY

    9.5.9Transport File

  9.6Hydraulic Structures

    9.6.1Command Status

    9.6.2Description

  9.7Model Outputs

    9.7.1Command Status

    9.7.2Description

      9.7.2.1Output Model Implementations

      9.7.2.2Output Block

        9.7.2.2.1Output Parameters

    9.7.3Mesh

    9.7.4Points

    9.7.5Profiles

    9.7.6Polyline

    9.7.7Structure

      9.7.7.1Bubble Plumes

    9.7.8Mass Balance

    9.7.9Mass

    9.7.10Restart File