Section 9 Model Construction: WQ Simulation Class

9 Model Construction: WQ Simulation Class

  9.1 Overview

  9.2 Water Quality

    9.2.1 Command Status

    9.2.2 Description

    9.2.3 None

    9.2.4 TUFLOW

  9.3 Water Quality Configuration

  9.4 Initial Conditions

    9.4.1 Command Status

    9.4.2 Description

    9.4.3 Spatially Constant

      9.4.3.1 Two Dimensional

      9.4.3.2 Three Dimensional

    9.4.4 Spatially Varying

      9.4.4.1 Two Dimensional

      9.4.4.2 Three Dimensional

    9.4.5 Restart File

  9.5 Boundary Conditions

    9.5.1 Command Status

    9.5.2 Description

      9.5.2.1 Step 1: Boundary Model Implementations

      9.5.2.2 Boundary Location Definition

      9.5.2.3 Step 3: Boundary Condition Block

      9.5.2.4 Input Data For Boundary Conditions

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

    9.5.3 Water Level

    9.5.4 Inflow/Outflow

    9.5.5 Stage Discharge

    9.5.6 Ocean Circulation Model

    9.5.7 Mass Flux

      9.5.7.1 FC

      9.5.7.2 FC_POLY

      9.5.7.3 FCM

      9.5.7.4 FC_GRID

    9.5.8 Scalar Concentration

      9.5.8.1 SCALAR

      9.5.8.2 CP

      9.5.8.3 CP_POLY

    9.5.9 Transport File

  9.6 Hydraulic Structures

    9.6.1 Command Status

    9.6.2 Description

  9.7 Model Outputs

    9.7.1 Command Status

    9.7.2 Description

      9.7.2.1 Output Model Implementations

      9.7.2.2 Output Block

        9.7.2.2.1 Output Parameters

    9.7.3 Mesh

    9.7.4 Points

    9.7.5 Profiles

    9.7.6 Polyline

    9.7.7 Structure

      9.7.7.1 Bubble Plumes

    9.7.8 Mass Balance

    9.7.9 Mass

    9.7.10 Restart File