Epa_user_parameters
inp_options_debug - Additional settings for go2epa
inp_options_accuracy - Default value of accuracy, which prescribes the convergence criterion that determines when a hydraulic solution has been reached.
inp_options_advancedsettings - Additional settings for go2epa
inp_options_buildup_mode - Mode to built up epanet assuming certain simplifications in order to make the first model as fast as possible (default management of null elevations, onfly transformations from tanks to reservoirs and status of valves and pumps)
inp_options_buildup_supply - Parameters for supply buildup epanets models
inp_options_buildup_transport - Parameters for transport buildup epanets models
inp_options_checkfreq - Default value of check freq, which sets the number of solution trials that pass during hydraulic balancing before the status of pumps, check valves, flow control valves and pipes connected to tanks are once again updated.
inp_options_damplimit - Default value of check freq, on which solution damping and status checks on PRVs and PSVs should begin.
inp_options_demand_multiplier - Default value of demand multiplier, which is used to adjust the values of baseline demands for all junctions and all demand categories
inp_options_demandtype - Demand type to use on EPANET simulation
inp_options_diffusivity - Default value of diffusivity, which is the molecular diffusivity of the chemical being analyzed relative to that of chlorine in water.
inp_options_dscenario_priority - Dscenario priority
inp_options_emitter_exponent - Default value of emitter exponent, which specifies the power to which the pressure at a junction is raised when computing the flow issuing from an emitter
inp_options_headloss - Default value of headloss, which selects a formula to use for computing head loss for flow through a pipe.
inp_options_hydraulics - Default value of hydraulics, which allows to either SAVE the current hydraulics solution to a file or USE a previously saved hydraulics solution.
inp_options_hydraulics_fname - Default value of hydraulics fnam, which is the name of file storing the hydraulic solution
inp_options_interval_from - CRM interval used on EPANET simulation
inp_options_interval_to - CRM interval used on EPANET simulation
inp_options_maxcheck - Default value of maxcheck, whcih is the number of solution trials after which periodic status checks on pumps, check valves flow control valves and pipes connected to tanks are discontinued
inp_options_networkmode - Generates the network onfly transformation to epa with 3 options; Faster: Only mandatory nodarc (EPANET valves and pumps); Normal: All nodarcs (GIS shutoff valves); Slower: All nodarcs and in addition treaming all pipes with vnode creating the vnodearcs
inp_options_nodarc_length - Default value of length of arc created during the transformation of gis node features to arc model features
inp_options_node_id - Node used to trace some polutant on quality mode
inp_options_pattern - Default value of pattern, which is a default demand pattern to be applied to all junctions where no demand pattern was specified.
inp_options_patternmethod - Pattern method used on EPANET simulation
inp_options_quality_mode - Default value of quality, which selects the type of water quality analysis to perform
inp_options_rtc_period_id - Billing period used to choose demands in order to export to EPANET
inp_options_specific_gravity - Default value of specific gravity, which is the ratio of the density of the fluid being modeled to that of water at 4 deg. C (unitless)
inp_options_tolerance - Default value of tolerance, which is the difference in water quality level below which one can say that one parcel of water is essentially the same as another.
inp_options_trials - Default value of trials, which are the maximum number of trials used to solve network hydraulics at each hydraulic time step of a simulation.
inp_options_unbalanced - Default value of unbalanced, which determines what happens if a hydraulic solution cannot be reached within the prescribed number of trials at some hydraulic time step into the simulation
inp_options_unbalanced_n - Default value of number of trials for which will continue the search for a solution with the status of all links held fixed at their current settings.
inp_options_units - Default value of units, which sets the units in which flow rates are expressed
inp_options_valve_mode - Defines the status of valves (OPEN, CLOSED) in function of [INVENTORY][EPA TABLES}[MINCUT RESULT]. Inventory is 'as is' status valve is defined on inventory. Epa is the possibility to use the status defined on epa tables (inp_shortpipe) modifiyng any times any want for user and Mincut Result is the posibility to use a defined status of valves as a result on a mincut scenario
inp_options_valve_mode_mincut_result - Related to inp_options_valve_mode when MINCUT RESULT is selected
inp_options_vdefault - Default values on go2epa generation inp file
inp_options_viscosity - Default value of viscosity, which is the kinematic viscosity of the fluid being modeled relative to that of water at 20 deg. C
inp_report_demand - If true, value of node demand will be reported
inp_report_diameter - If true, value of arc diameter will be reported
inp_report_elevation - If true, value of node elevation will be reported
inp_report_energy - Default value of energy, which determines if a table reporting average energy usage and cost for each pump is provided
inp_report_f_factor - Default value of factor of friction to show on epa result. Only this widget is editable on options dialogs because giswater result reader is not enabled to read other combinations
inp_report_file - Default value of file, which supplies the name of a file to which the output report will be written
inp_report_flow - If true, value of arc flow will be reported
inp_report_head - If true, value of node head will be reported
inp_report_length - If true, value of arc length will be reported
inp_report_links - Default value of links, which identifies which links will be reported
inp_report_nodes - Default value of nodes, which identifies which nodes will be reported
inp_report_pagesize - Default value of pagesize, which sets the number of lines written per page of the output report.
inp_report_pressure - If true, value of node pressure will be reported
inp_report_quality - If true, value of node quality will be reported
inp_report_reaction - If true, value of arc reaction will be reported
inp_report_setting - If true, value of arc setting will be reported (roughness for pipes, speed for pumps, pressure/flow setting for valves)
inp_report_status - Default value of status, which determines whether a hydraulic status report should be generated
inp_report_summary - Default value of summary, which determines whether a summary table of number of network components and key analysis options is generated
inp_report_velocity - If true, value of arc velocity will be reported
inp_times_duration - Default value of duration of the simulation. Use 0 to run a single period snapshot analysis.
inp_times_hydraulic_timestep - Default value of hydraulic timestep, which determines how often a new hydraulic state of the network is computed
inp_times_pattern_start - Default value of pattern start, which is the time offset at which all patterns will start
inp_times_pattern_timestep - Default value of pattern timestep, which is the interval between time periods in all time patterns.
inp_times_quality_timestep - Default value of quality timestep, which is the time step used to track changes in water quality throughout the network
inp_times_report_start - Default value of report start, which is the length of time into the simulation at which output results begin to be reported
inp_times_report_timestep - Default value of report timestep, which sets the time interval between which output results are reported
inp_times_rule_timestep - Default value of rule timestep, which is the time step used to check for changes in system status due to activation of rule-based controls between hydraulic time steps
inp_times_start_clocktime - Default value of start clocktime, which is the length of time into the simulation at which output results begin to be reported.
inp_times_statistic - Default value of statistic, which determines what kind of statistical post-processing should be done on the time series of simulation results generated
inp_timeseries - Values for advanced exportation, managing timeseries for epanet
inp_options_advancedsettings - Additional settings for go2epa
inp_options_allow_ponding - Value of pounding, which determines whether excess water is allowed to collect atop nodes and be re-introduced into the system as conditions permit
inp_options_dry_days - Value of dry days, which is the number of days with no rainfall prior to the start of the simulation.
inp_options_dry_step - Value of dry step, which is the time step length used for runoff computations (consisting essentially of pollutant buildup) during periods when there is no rainfall and no ponded water.
inp_options_dwfscenario - Variable to manage diferent scenarios for dry weather flows
inp_options_end_date - Value of end date, which is the date when the simulation is to end
inp_options_end_time - Value of end time, which is the time of day on the ending date when the simulation will end
inp_options_epaversion - EPA version
inp_options_flow_routing - Value of flow routing,which determines which method is used to route flows through the drainage system
inp_options_flow_units - Value of flow units, makes a choice of flow units
inp_options_force_main_equation - Value of force main equation, which establishes whether the Hazen-Williams (H-W) or the Darcy-Weisbach (D-W) equation will be used to compute friction losses for pressurized flow in conduits that have been assigned a Circular Force Main crosssection shape
inp_options_head_tolerance - Value of head tolerance, which defines then tolerance of head on computation
inp_options_ignore_groundwater - Value of head tolerance, which is set to YES if groundwater calculations should be ignored when a project file contains aquifer objects.
inp_options_ignore_quality - Value of ignore quality, which is set to YES if pollutant washoff, routing, and treatment should be ignored in a project that has pollutants defined
inp_options_ignore_rainfall - Value of ignore rainfall, which is set to YES if all rainfall data and runoff calculations should be ignored
inp_options_ignore_routing - Value of ignore routing, which is set to YES if only runoff should be computed even if the project contains drainage system links and nodes
inp_options_ignore_snowmelt - Value of ignore snowmelt, which is set to YES if snowmelt calculations should be ignored when a project file contains snow pack objects
inp_options_inertial_damping - Value of inertial damping, which indicates how the inertial terms in the Saint Venant momentum equation will be handled under dynamic wave flow routing
inp_options_lat_flow_tol - Lateral flow tolerance used on the computation
inp_options_lengthening_step - Value of lengthening step, which is a time step, in seconds, used to lengthen conduits under dynamic wave routing, so that they meet the Courant stability criterion under fullflow conditions
inp_options_link_offsets - Value of link offsets, which determines the convention used to specify the position of a link offset above the invert of its connecting node
inp_options_max_trials - Value of trials, which are the maximum number of trials used to solve network hydraulics at each hydraulic time step of a simulation.
inp_options_min_slope - Value of minimum slope, which is the minimum value allowed for a conduit’s slope (%)
inp_options_min_surfarea - Value of minimum surfarea, which is a minimum surface area used at nodes when computing changes in water depth under dynamic wave routing
inp_options_networkmode - Export geometry mode: 1D SWMM , 1D/2D coupled model (SWMM-IBER)
inp_options_normal_flow_limited - Value of normal flow limited, which specifies which condition is checked to determine if flow in a conduit is supercritical and should thus be limited to the normal flow
inp_options_report_start_date - Value of report start date, which is the date when reporting of results is to begin
inp_options_report_start_time - Value of report start time, which is the time of day on the report starting date when reporting is to begin
inp_options_report_step - Value of report step, which is the time interval for reporting of computed results
inp_options_routing_step - Value of routing step, which is the time step length in seconds used for routing flows and water quality constituents through the conveyance system
inp_options_rtc_period_id - Billing period used to choose demands in order to export to SWMM
inp_options_rule_step - Rule step control
inp_options_setallraingages - Set all raingages using unique rainfall from relative timeseries
inp_options_skip_steady_state - Value of skip steady state, which should be set to YES if flow routing computations should be skipped during steady state periods of a simulation during which the last set of computed flows will be used
inp_options_start_date - Value of start date, which is the date when the simulation begins
inp_options_start_time - Value of start time, which is the time of day on the starting date when the simulation begins
inp_options_sweep_end - Value of sweep end, which is the day of the year (month/day) when street sweeping operations end
inp_options_sweep_start - Value of sweep start, which is the day of the year (month/day) when street sweeping operations begin
inp_options_sys_flow_tol - Flow tolerance used on the computation
inp_options_tempdir - Value of tempdir, which provides the name of a file directory (or folder) where SWMM writes its temporary files
inp_options_threads - Threads control
inp_options_variable_step - Value of variable step, which is a safety factor applied to a variable time step computed for each time period under dynamic wave flow routing
inp_options_vdefault - Default values on go2epa generation inp file
inp_options_wet_step - Value of wet step, which is the time step length used to compute runoff from subcatchments during periods of rainfall or when ponded water still remains on the surface
inp_report_continuity - Value of continuity, which specifies whether continuity checks should be reported or not
inp_report_controls - Value of controls, which specifies whether all control actions taken during a simulation should be listed or not
inp_report_flowstats - Value of flowstats, which specifies whether summary flow statistics should be reported or not
inp_report_input - Value of input, which specifies whether or not a summary of the input data should be provided in the output report
inp_report_links - Value of links, which gives a list of links whose results are to be reported
inp_report_nodes - Value of node, which gives a list of nodes whose results are to be reported
inp_report_subcatchments - Value of subcatchments, which gives a list of subcatchments whose results are to be reported
