Tools Menu - This menu contains the basic tools of InfoSWMM SA that allow you to run the simulation and report the results. The basic modeling and analysis tools are incorporated into the Tools Menu.
The Connectivity sub-menu is used to verify network connectivity … Read the rest
InfoSWMM SA has a powerful Quick Access Toolbar for most file and general commands. You can show the menu above or below the InfoSWMM SA ribbon. Additionally, you can add any command to the Quick Access Toolbar by right mouse clicking on a command and … Read the rest
InfosWMM SA and its companion software InfoWater SA use the ESRI Arc Map 10.5 engine (see thttp://www.esri.com/software/arcgis/arcgisengine for more information)
ArcGIS Engine is a collection of GIS components and developer resources that can be embedded, allowing you to add dynamic mapping and GIS … Read the rest
InfoSWMM SA Edit Menu
The InfoSWMM SA Edit Network toolbar provides various features to create data elements (such as Junctions, Tanks, Reservoirs, Pumps, Valves, Pipes and Network), select specific elements for data edit. Also graphical edit commands such as Move Node, Edit Vertices, Redraw Pipes may be accessed. Domain Manager … Read the rest
The InfoSWMM SA Home Tab is a collection of shortcut buttons to access commonly-used InfoSWMM SA commands.
measure the distance on the InfoSWMM SA Map. This tool will not work if the spatial coordinates are not defined in the InfoSWMM SA model
identify Data Menu - The different tools to manipulate the InfoSWMM SA database are provided here.
Scenario Menu - The Scenario Explorer is an essential feature that enables the user to create, edit, modify, run, and compare any number of "what if" modeling scenarios with … Read the rest
InfoSWMM SA has an easy to use Interface which allows you to work more productively with a modern, workflow-centric, ribbon user interface. The new interface is designed to help you quickly find the commands that you need to complete and understand your network. InfoSWMM SA … Read the rest
Steps for Running RDII Analyst in H2OMap SWMM
Step 1. Create the RTK UH in the H2OMap SWMM Attribute Browser (AB)
Step 2. Assign the RTK UH to a node (you need one node at least to Run RDII Analyst).
Step 3. Open up RDII Analyst and Set up the … Read the rest
This is a one HTML file version of the SWMM 5 Tutorial for InfoSWMM SA (Standalone) for modeling the quantity and quality of stormwater runoff produced from urban areas. More images have been added to the EPA SWMM tutorial and this particular tutorial … Read the rest
EPASWMM5 Tutorial with Images for SWMM 5.1.014
This is a one HTML file version of the SWMM 5 Tutorial for modeling the quantity and quality of stormwater runoff produced from urban areas. You can find the original in the current EPA SWMM5 Help file. More images have been added. The … Read the rest
Modeling H2S in InfoSWMM
You can model Sulfide in InfoSWMM using the H2S water quality modeling option which uses BOD5 loading at nodes to estimate the S concentration in the nodes and links of the network using constant network parameters for:
Excerpt from the EPA manual Storm Water Management Model Reference Manual Volume III – Water Quality (PDF) which can be found here
The variety of LID controls modeled by SWMM introduces a significant number of design variables and parameters that must be … Read the rest
References for InfoSWMM and InfoSWMM SA
The facility set defines those network components (e.g., conduits, Subcatchments, pumps, junctions, etc.) that will be considered during the next InfoSWMM H2OMap SWMM InfoSWMM SAsimulation. The facility set may include the entire network model or a subset of network components. … Read the rest
Using Simulation Task Manager is simple and straightforward.
This example shows how to run a continuous simulation with InfoSWMM H2OMap SWMM InfoSWMM SA using a long-term rainfall record. It will analyze the performance of the drainage system and BMP detention pond for the 29 acre residential site designed in Example 3. The … Read the rest
If you are using Steady State flow and not EPS Flow you should do the following:
1. Define your Base Flow in either Load1 or Load2 for the loading manhole,
2. Select Peakable Base Flow as the Load Type
3. Define your Alternate Peaking Curve under the Tab Peaking in … Read the rest
SWMM 5 Loss Term Values for various velocities and K values
SWMM 5 has three loss terms available for each link: Entrance, Exit and Other losses. The Entrance loss uses the upstream link velocity, the Other loss uses the center link velocity and the Exit loss uses the downstream link … Read the rest
We have two HTML output files that you need to look at to see the overall 1D to 2D back to 1D Mass Balance. Note: The bullet points match the red bullet numbers in the image.
1. In the 1D Report the Internal Outflow is the Net Amount of Water … Read the rest
What are the Options for LID Inflow and Outflow in SWMM 5?
The Runoff Surfaces in SWMM 5 are:
1. Pervious area with either Green Ampt, Horton or CN Infiltration
2. Impervious area without Depression Storage or Initial Losses
3. Impervious area with Depression Storage or Initial Losses
Outflow Options … Read the rest