Download EPD-RIV1
Transcript
EPD-RIV1 USER’S GUIDE: DRAFT 4/10/02 abrupt changes in cross-sectional area, roughness, lengths, etc. may cause stability problems in both the hydrodynamic and quality model. Factors affecting the computational grid. A number of factors must be evaluated and weighed against each other when setting up the computational grid. These include: Boundary Conditions: The computational grid must be set up so that the upstream boundary conditions, for both the hydrodynamic (e.g. flows) and water quality model (e.g. constituent inflow concentrations), are known and well characterized. A common practice is to locate a boundary where flow or water quality data are available, such as at USGS gaging stations. It is also often best to locate model boundaries at some point of control. A "control" is a location where there is physical dependence between water surface elevation and discharge, which may be a structure, constriction, or change in bottom elevation. U.S. Geological Survey gage stations, for example, are normally established at control points in a river. Likewise, the downstream boundary must either be well characterized or sufficiently below the area of interest so that errors in its specification do not affect predictions in the area of interest. Care needs to be exercised in establishing model boundaries at areas which are not controls since unless flow is uniform the discharge is not a function of elevation alone (Henderson 1966). Location of Control Structures: If there are control structures within the system, such as dams with a controlled release, then the grid must be broken into two or more branches. Boundary conditions (such as a release) can only be specified for a branch. Tributary Impacts: In many cases the impacts of tributaries on the main river or stream can be described rather than predicted. That is the user specifies the flows and constituent concentrations for the tributary (e.g. in the lateral inflow file read by EPD-RIV1). Alternatively, if the flows in the main channel and tributary are linked in some way, or it is necessary to predict (rather than describe) the flows and quality of the tributary, then it may be necessary to include it in the modeled grid as a separate branch. 16 EPD-RIV1