Model Documentation. The Facility dynamic model shall be fully documented. The documentation shall describe in detail the model structure, inputs, outputs and how to set up and use the model in the simulation software environment that can be used by CEB to simulate the dynamic performance of the Facility, specifically voltage control, load ramping and frequency support within the design operating range of the Facility. The document shall at least contain the following:
Model Documentation. 1) Prepare and submit draft technical memorandum describing hydraulic model development and calibration for City review and comment.
Model Documentation. Activities The Engineer will prepare written documentation of the modeling methodology and results for inclusion in TM#3: Modeling Methods, Assumptions and Results. Modeling results (basin boundaries, peak flows, and surcharge areas) will be documented in GIS shapefiles and spreadsheets, so that the City has access to modeling data and results. At the end of the project, model files will be provided to the City in XPSWMM or other SWMM format. Phase 5 Deliverables The following deliverables will be provided under Task 5: • Draft TM#3: Modeling Methods, Assumptions and Results • Electronic modeling files in XPSWMM or other SWMM format at project completion • GIS shapefiles documenting subbasin delineation • Tabular documentation of existing and future flow rates at key locations • Inclusion of capacity problem areas in the potential project matrix under Task 6-1 Phase 5 Assumptions The following assumptions are made for Phase 5: • No additional field investigation or survey work is included in this task. • No more than 260 subbasins will be evaluated as part of the hydrologic modeling effort, consistent with the number of subbasins evaluated in 2006. • Current land use and existing vacant lands will be used to calculate current (i.e., existing) condition stormwater flows for each design storm; future land use reflecting full-build out conditions based on current zoning will be used to calculate the future- conditions stormwater flows. • City staff will provide anecdotal reports of flooding problems for use in model validation. Validation efforts under Task 5-3 will be limited to comparing existing- conditions model results for a select storm event to available information from City flooding reports and photographs. • Pipes and culverts less than 12 inches in diameter will not be included in the modeling effort. • The hydraulic modeling effort may include piped and open channel conveyances where stormwater is the primary source of discharge. Outfalls to creeks will be the end points of the hydraulic model. This scope of services does not include modeling of natural systems with baseflow or stormwater flow generated outside the city limits. • Where survey data are not available from Tasks 2 and 3, the Engineer will incorporate assumed data from LIDAR, field measurements, or other sources and document the modeling assumptions. • Due to the unknown scope and scale of modeling work, the total hydraulic modeling scope reflected under Tasks 5-3 reflects 140 hours o...
Model Documentation. Xxxxxx-Xxxx will provide updated model documentation at the completion of the project detailing the model file structure, model inputs and model outputs. Details of model validation will be included as part of the documentation. Anticipated Meetings: • Up to one (1) additional in person status meeting • Up to five (5) status conference calls
