Generalized Environmental Modeling System for Surfacewaters
Generalized Environmental Modeling System for Surfacewaters or GEMSS is a public domain software[1] application published by ERM. It has been used for hydrological studies throughout the world.[2] HistoryGEMSS has been used for ultimate heat sink analyses at Comanche Peak Nuclear Power Plant, and Arkansas Nuclear One. In Pennsylvania it has been applied at PPL Corporation's Brunner Island Steam Electric Station on the lower Susquehanna River, Exelon’s Cromby and Limerick Generating Stations on the Schuylkill River, and at several other electric power facilities. River applications for electric power facilities have been made on the Susquehanna (Brunner Island), the Missouri(Labadie Power Station), the Delaware (Mercer and Gilbert Generating Station), the Connecticut (Connecticut Yankee Nuclear Power Plant), and others. Applications of GEMSS and its individual component modules have been accepted by regulatory agencies in the U.S. and Canada.[citation needed] It is the sole hydrodynamic model listed in the model selection tool database[which?] for hydrodynamic and chemical fate models that can perform 1-D, 2-D, and 3-D time-variable modeling for most waterbody types, consider all state variables and include the near- and far-fields. GEMSS can also provide GUI’s, grid generation, and GIS linkage tools and has strong documentation.[3] FeaturesGEMSS includes a grid generator and editor, control file generator, 2-D and 3-D post processing viewers, and an animation tool. It uses a database approach to store and access model results. The database approach is also used for field data; as a result, the GEMSS viewers can be used to display model results, field data or both, a capability useful for understanding the behavior of the prototype as well as for calibrating the model. The field data analysis features can be used independently using GEMSS modeling capability. Modeling techniquesA GEMSS application requires two types of data: (1) spatial data (primarily the waterbody shoreline and bathymetry, but also locations, elevations, and configurations of man-made structures) and (2) temporal data (time-varying boundary condition data defining tidal elevation, inflow rate and temperature, inflow constituent concentration, outflow rate, and meteorological data.[2] All deterministic models, including GEMSS, require uninterrupted time-varying boundary condition data. There can be no long gaps in the datasets and all required datasets must be available during the span of the proposed simulation period. For input to the model, the spatial data is encoded primarily in two input files: the control and bathymetry files. These files are geo-referenced. The temporal data is encoded in many files, each file representing a set of time-varying boundary conditions, for example, meteorological data for surface heat exchange and wind shear, or inflow rates for a tributary stream. Each record in the boundary condition files is stamped with a year-month-day-hour-minute address. The data can be subjected to quality assurance procedures by using GEMSS to plot, then to visually inspect individual data points, trends and outliers. The set of input files and the GEMSS executable constitute the model application. NotesReferences
Journal Articles and Publications of GEMMS Model Publications and Presentations . Edinger, J.E., D.K. Brady and W.L . Graves. 1968. The variation of water temperatures due to steam electric cooling operations. Journal of the Water Pollution Control Federation, Vol. 40, No. 9. September. Edinger, J.E. and J.C. Geyer. 1968. Analyzing steam electric power plant discharges. Journal of the Sanitary Engineering Division, American Society of Civil Engineers, Vol. 94, No. SA4. Edinger, J.E. and E.M. Buchak. 1977 . Surface Heat Exchange and Hydrothermal Analysis in Transport Processes in Lakes and Oceans (Ronald J. Gibbs, ed.). Plenum Press, New York, New York. Buchak, E.M. and J.E. Edinger. 1980. User Guide to LARM2, A Longitudinal Vertical Time Varying Hydrodynamic Reservoir Model. Contract No. DACW39 78 C 0057, U.S. Army Engineer Division, Waterways Experiment Station. Vicksburg, Mississippi. Edinger, J.E. and E.M. Buchak. 1980. Numerical Hydrodynamics of Estuaries in Estuarine and Wetland Processes with Emphasis on Modeling, (P. Hamilton and K.B. Macdonald, eds.). Plenum Press. New York, New York. Buchak, E.M. and J.E. Edinger. 1981. User Guide and Development Document for LAEM2, A Longitudinal Vertical, Time Varying Hydrodynamic Estuary Model. Contract No . DACW39 81 M 2788, U.S. Army Engineer Division, Waterways Experiment Station, Corps of Engineers. Vicksburg, Mississippi. Buchak, E.M., J.E. Edinger, J.J. Loos and E.S. Perry. 1989. Larval Transport and Entrainment Modeling for the Patuxent Estuary. Presented at the Tenth Biennial International Estuarine Research Conference, Estuarine Research Federation, Baltimore, Maryland Edinger, J. E. and E. M. Buchak. 1993. “Temperature Modelling for Instream Flow Studies” in Hydrological Science and Technology, the Journal of the American Institute of Hydrology. Vol. 8, No. 1-4, pp. 24–33. June. Edinger J. E., and E. M. Buchak, 1995. Numerical Intermediate and Far Field Dilution Modelling. Journal of Water, Air and Soil Pollution 83: 147-160, 1995. Kluwer Academic Publishers, The Netherlands. Edinger, J. E., E. M. Buchak and V. Kolluru, 1998. Flushing and Mixing in a Deep Estuary. Journal Water, Air and Soil Pollution. 102: 345 -353, 1998. Kluwer Academic Publishers, The Kolluru, V.S., E.M.Buchak, and J.E.Edinger. 1998. Integrated Model to Simulate the Transport and Fate of Mine Tailings in Deep Waters. In Proceedings of Tailings and Mine Waste’ 98 . 1998. Balkema, Rotterdam, ISBN 905410922X. Edinger, J.E. 2002. Waterbody Hydrodynamic and Water Quality Modeling. Three dimensional hydrodynamic and transport modeling. A workbook with 3- D model CD ROM. 215 pgs. ASCE Press, Reston, VA. Edinger, J.E. 2007. Advances In Environmental Studies. Kindle Publication. Including references to modeling sudies performed with ASCE CD Model in Edinger, J.E. 2002. Further reading
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