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The following outline is provided to give you an overview of each lecture:

Hydrodynamic Modeling - S. Wells
  1. Overview
  2. Governing Momentum and Continuity Equations - governing equations used in CE-QUAL-W2, physical significance of each term, assumptions leading to derivation and limitations of governing equation
  3. Turbulence closure hypotheses (big picture look) – choices in Version 3
  4. Auxiliary functions of the hydrodynamic model – internal weirs, weirs/spillways, gates, pipes, selective withdrawal, wind shear, bottom friction, inflow/outflow distributions
  5. Parameters required for hydrodynamic calibration
Water Quality Modeling - S. Wells
  1. Overview
  2. Advective-Diffusion Equation - governing equation used in CE-QUAL-W2 and basic assumptions leading to derivation (limitations of governing equation)
  3. Source/Sink term: dissolved oxygen, temperature, nutrients, algae, pH, TDS, bacteria (big picture overview for each water quality parameter)
  4. Kinetic parameters needed for source/sink terms (specifics)
Numerical Scheme - Momentum Equation and Water Quality Algorithms - S. Wells
  1. Numerical scheme for solving the water surface equation
  2. Numerical scheme for solving the momentum equation (U, W)
  3. Numerical scheme for solving water quality variables (C)
CE-QUAL-W2 setup - C. Berger and R. Annear
Overview of CE-QUAL-W2 – 'Rules of the Road'
  1. Preparation of input files
    1.1. Bathymetry file
    1.2. Control files
    1.3. Time-varying data files
  2. Model calibration
    2.1. Temperature
    2.2. Water quality
  3. W2 Control File Inputs
  4. W2 Input/Output Files
Case Studies - Computer Laboratory

The computer laboratory is in the Northwest Center for Engineering, Science and Technology (1930 SW Fourth Avenue, Portland, Oregon). All software for the class will be on the WEB and instructions will be given in class as to how to download and use the software for the applications shown below.

The purpose of these exercises is to have the user run the model and examine its output. PSU has put together a simple interface that will let you run the model and evaluate the results. Details will be explained in the computer laboratory section.

Lab #

Modeling area

Case Study

Time

Specific Areas

1

Hydraulic

Calibration-Bathymetry
set-up

Long Lake, Washington

1.25 hours

water surface elevation/ volume balance on a reservoir incorporating seepage, tributary inflow, distributed inflows

2

Numerical

accuracy

DeGray Reservoir

Arkansas

1.25 hours

Model predictions based on grid resolution and numerical solution scheme

3,4

Temperature calibration

Long Lake, Washington; Croton Reservoir, NY;
Massachusetts
Bluestone Reservoir
West Virginia

3 hours

temperature profiles

5

Water quality management alternatives

Wahiawa Reservoir
Hawaii

2 hours

dissolved oxygen, algae, nutrient dynamics

6

Estuary modeling water quality calibration

Columbia Slough

Portland, Oregon

2 hours

water quality calibration for estuary (dissolved oxygen)

7

River Shading Example

Spokane River

2 hour

Sloping river channels with periphyton and stream bank shading