- EPANET FOR WINDOWS 10 FULL
- EPANET FOR WINDOWS 10 SERIES
Fixed a possible program crash when using the option to report average values within each reporting time interval instead of point values.
Fixed having node/link ID names be mistaken for option keywords in the section of an input file. Fixed having soil moisture deficit recovery be ignored for Green-Ampt exfiltration from storage units. Fixed incorrect adjustments being made for conduit evaporation and seepage losses under dynamic wave flow routing. Fixed street sweeping being ignored when the sweeping period began with a higher day of the year than the end of the period. Fixed a failure to re-initialize layer volumes as each LID unit is evaluated (which could cause incorrect results for certain combinations of LID units). Fixed the program from hanging when an LID unit sent its outflow back onto the pervious area of its own subcatchment. Fixed having LID underdrain pollutant loads incorrectly added to the mass balance totals. Fixed a program crash when running projects with LID units but no subcatchments. Fixed skipping the first rain gage in a project when checking if two gages have the same station ID but use different data files. EPANET FOR WINDOWS 10 SERIES
Fixed a refactoring bug that produced incorrect rainfall when the same time series was used by one rain gage assigned to a RDII Unit Hydrograph and also by another gage assigned to a subcatchment.Spurious values appearing for Final Water Table and Upper Mositure Content in the Groundwater Summary Results Table for completely impervious subcatchments were corrected.Conduit evaporation and seepage losses are now applied directly to the conduit's flow rate instead of just to the downstream node's inflow to reduce water quality mass balance errors.A pollutant mass balance error occurring when very shallow storage units lost all inflow to flooding was fixed.
EPANET FOR WINDOWS 10 FULL
A fatal error is now issued if a storage node's area curve produces a negative volume when extrapolated to the node's full depth. An error in the average summary statistics reported for projects with a reporting start date later than the simulation start date was fixed. The Status Report now includes a grouped frequency table of the variable routing time steps used during a simulation. Monthly adjustments to depression storage are now applied only to the pervious area of subcatchments instead of to both pervious and impervious areas. A mix of infiltration methods can now be used within a project. SWMM also models the hydrologic performance of specific types of low impact development (LID) controls. In each pipe and channel during a simulation period made up of multiple time steps. It tracks the flow rate, flow depth, and quality of water SWMM tracks the quantity and quality of runoff made within each sub catchment. Through a system of pipes, channels, storage/treatment devices, pumps, and regulators. The routing portion transports this runoff Sub catchment areas that receive precipitation and generate runoff and pollutant loads. The runoff component operates on a collection of Simulation of runoff quantity and quality from primarily urban areas. 
It is used for single event or long-term (continuous) SWMM is a dynamic hydrology-hydraulic water quality simulation model. There are many applications for drainage systems in non-urban areas as well. EPA's Storm Water Management Model (SWMM) is used throughout the world for planning, analysis and design related to stormwater runoff, combined and sanitary sewers, and otherĭrainage systems in urban areas.
0 kommentar(er)
