ICM SWMM & ICM InfoWorks, InfoSWMM ,SWMM5+
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in InfoSewerThe GIS Exchange allows the user to quickly import and export data between InfoSewerH20Map Sewer and other GIS formats. It also allows the user to perform spatial joins between an imported GIS layer and an InfoSewerH20Map Sewerdata table.
To run a GIS Exchange, … Read the rest
The Utilities menu provides various advanced editing tools and operating tools such as the Locate command to locate your elements graphically on your Map. Use the Insert Node, Move Node, Merge Node and Switch Node commands to move and modify your data elements graphically. Create … Read the rest
A query of a database allows the user to extract a record (or records) of a data using logical statements on a field (or fields) stored within a specific database. With InfoSewerH20Map Sewer, the user is able to select network components and related data by creating logical … Read the rest
The Output Relate option is used to establish relationships between modeling input data and modeling results. Once a relate (link) is established, you can then apply queries against the current project based on modeling inputs and simulation results simultaneously. Click here to learn more about output … Read the rest
Reports may be viewed in the Output Report manager as shown below.
Click on any portion for more information:
The following report types are available from the Output Report Manager. Choose a report for more information:
| Steady State Analysis | Steady State Design | EPS |
 Static |
This a table of all of the commands or Tools in InfoSewer along with a link to a Youtube Video showing the commands
| Category | H2OMAP Sewer | Dialog or Tool View |
| You can also look at this Youtube video to see all the dialogs in InfoSewer - |
There are many ways data can be imported into InfoSewer. Depending on the type of data you want to import into your InfoSewer data project choose from among the following.
Rational Method in InfoSewer and H2OMap Sewer Pro
InfoSewer H20Map Sewer Pro adds comprehensive rainfall-runoff and infiltration/inflow modeling capability on top of the sanitary sewer simulation features provided by InfoSewerH20Map Sewer , equipping the industry with a single powerful tool that can be used for planning, design, and operational management … Read the rest
Runoff Coefficient in InfoSewer and InfoSWMM
Runoff coefficient is loosely defined as the ratio of runoff to rainfall, and is a function of watershed characteristics including land use, soil type, and slope of the watershed. The value of runoff coefficient ranges between 0.0 and 1.0. A value of 0.0 means … Read the rest
The control of odorous gases and the corrosion of sewers are the two most important problems in operating wastewater collection systems. Evaluation of existing or potential odor or corrosion problems, and identification of where such problems will occur is, therefore, highly essential. … Read the rest
List of Physical Components in InfoSewer
InfoSewerH20Map Sewer conceptualizes a sewer collection network as a collection of links connected together at their endpoints, called nodes. The nodes represent manholes, wet-wells, and outlets while the links represent pipes and pumps. The sewer system can be of any topological configuration and can … Read the rest
The Open Database Connectivity (ODBC) module of InfoSewer allows the user to actively link to any external database and import that data into the current InfoSewerH20Map Sewersession. Likewise, the user can also update an external database with InfoSewerH20Map Sewer data.
To initiate the ODBC Exchange, … Read the rest
RDII or Tri Triangular Unit Hydrograph in InfoSewer
The RDII or Rainfall Dependent Infiltration Inflow method in InfoSewer is similar to the RDII or RTK method in InfoSWMM and InfoWorks ICM, but there are some differences. The RTK data for triangles 1, 2, and 3 are defined in the Unit … Read the rest
The Colorado Urban Hydrograph Procedure in InfoSewer
The Colorado Urban Hydrograph Procedure (CUHP) uses the equations and procedures presented in the Urban Drainage Criteria Manual (USDCM) of the Urban Drainage and Flood Control District (UDFCD). Shape of the CUHP synthetic unit hydrograph is determined using the following equations that relate … Read the rest
The ArcMap Pull-Down menu also referred to as the Main Menu provides different features to create, maintain and customize your ArcMap projects. Since InfoSewer runs within the ArcMap framework, you may use any of the ArcMap commands available to customize your InfoSewer project.
Use … Read the rest
InfoSewer is developed as a customized version of the ArcMap graphical user interface. Individual or logically grouped modeling and model data management functions are available as commands within ArcMap. The InfoSewer and the ArcMap toolbars are bundled together and may be accessed from the … Read the rest
The Attribute Browser dialog box allows the user to view and edit the database information related to a selected link or node facility. Shown below, the dialog box contains all information related to links and nodes when selected by the user.
Unless … Read the rest
InfoSewerH20Map Sewer has an extensive data exchange functionality. Using InfoSewerH20Map Sewer data exchange features one can import collection system maps and the associated data created by H2OMap Sewer; export collection system maps and the associated data created by InfoSewer into H2OMAP Sewer; import/export … Read the rest
Steady State InfoSewer and H20Map Sewer
The purpose of a sanitary sewer system is to convey wastewater from various origins at various rates of flow. The maximum and minimum flow rates in a single day can vary greatly. The system should be able to carry the maximum rate of flow … Read the rest
Wet Wells in InfoSewer and H20Map Sewer
Wet-wells are nodes with storage capacity that can vary with time during an extended period simulation. The primary input properties for wet wells are:
· The bottom elevation where the wastewater level is assumed to be zero
· The minimum level, i.e., 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
… Read the restInfoSewer tracks the movement of wastewater flowing through the network over an extended period of time under varying wastewater loading and operating conditions. The extended period simulation (EPS) model implemented in InfoSewer is unsteady model and is predicated on solving a simplified
In addition to physical components, InfoSewer employs four types of informational objects to describe the behavior and operational aspects of a sewer collection system. The informational objects are loads, curves, patterns, and controls.
Sanitary sewer system flow has two main components: … Read the rest
#InfoSewer vs #InfoSWMM
A short comparison of the features in InfoSWMM and InfoSewer. , Many of the same rows apply to H2OMap SWMM and H2OMap Sewer.
| Feature Class | Feature | InfoSewer | InfoSWMM |
| Base Functionality | Conservative Solution as an option |  |
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| Public Domain engine |  |
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| Calibrate model to flow data | |
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| Calibration Data | |
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| Models siphons |
Showing Multiple Link Attributes in InfoSewer
This blog shows how to display multiple link parameters.
The 1st method would be to use Arc Map Layer properties and label multiple parameters for each gravity main or force main. The image below shows and example and here is the code inside of … Read the rest
InfoSewer/Pro conceptualizes a sewer collection network as a collection of links connected together at their endpoints, called nodes. The nodes represent manholes, wet-wells, and outlets while the links represent pipes and pumps. The sewer system can be of any topological configuration and can contain multiple loops and outlets.… Read the rest
