Model Analysis Using CE-QUAL-W2 (Two-Dimensional Model Sample Clauses

Model Analysis Using CE-QUAL-W2 (Two-Dimensional Model. The water temperature model chosen to provide a two-dimensional (longitudinal-vertical) model of the Reservoir was a public-domain model, CE-QUAL-W2 Version 3.2, which is widely used to measure the effects of reservoirs on water temperatures and is being used to evaluate water temperature effects and mitigative actions in other parts of the Columbia River Basin. CE- QUAL-W2 is a water quality and hydrodynamic model for rivers, estuaries, lakes, reservoirs and river basin systems. This model has an automatic timestep, so it calculates the maximum allowable timestep and self-adjusts to ensure that hydrodynamic stability requirements are not violated. This feature makes the model equally robust across a large variety of flow regimes, compensating for the shortcomings of SNTEMP. XXXX was selected to prepare the model of the Project. The modeling and review process was funded by Chelan PUD, and conducted in collaboration with Ecology, a peer review group of water temperature modeling experts, including the developers of the model, and a subcommittee of stakeholders in the relicensing settlement process, the Water Quality Technical Group. Input data for the CE-QUAL-W2 model of the Project included bathymetry, flows, inflow water temperatures, meteorology, and in-pool temperatures for model calibration (WEST, 2006). Initially, Xxxxxx PUD selected the xxxxxxx of 2000 and 2001 for the CE-QUAL-W2 model calibration and simulation periods based on available data collected during water quality studies done in these years. XXXX collected input model data for all of 2000 and 2001 to ensure that sufficient time was included in the model to ensure that the initial conditions were not affecting results. The model calculated a residence time of approximately two days assuming a level pool elevation between 703 and 707 feet. Once the model was developed and calibrated it was subjected to rigorous review by the peer review panel described above. When it was determined to be acceptable, two entire years of hourly, or equivalent, empirical climatic and flow data from 2000 and 2001 were input and water temperatures simulated for with and without Project conditions. At the conclusion of the simulation of years 2000 and 2001, the Water Quality Technical Group determined that it was important to model more than two years, and that years that represent very low flow or very warm climate (worst case) should be represented in the years modeled in order to conservatively define the Proj...
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