Category Archives: H2OMAP Sewer

How to Create an InfoSWMM, InfoSewer, H2Map Sewer model from CSV Files

Posted on December 6, 2012 by Robert Dickinson

Introduction: InfoSWMM for ArcGIS (Esri, Redlands, CA). InfoSWMM  enables engineers to work more efficiently and reliably with very large and complex network models, thanks to improvements in such areas as built-in 64-bit simulation, enhanced water quality modeling, and batch run scenario … Continue reading →

Posted in H2OMAP Sewer, H2OMAP SWMM, InfoSewer, InfoSurge, InfoSWMM, InfoWater | Tagged , , , | Comments Off on How to Create an InfoSWMM, InfoSewer, H2Map Sewer model from CSV Files

How to Save Node and Link Summary Tables in H2OMAP SWMM, H2OMap Sewer, InfoSewer and InfoSWMM to Shapefiles

Posted on November 28, 2012 by Robert Dickinson

The export manager of H2OMAP SWMM is very flexible, you can export shape, MIF and CSV files but you have to do some copy and pasting to allow the program to export ALL of the node and pipe summary tables. … Continue reading →

Posted in H2OMAP Sewer, H2OMAP SWMM, InfoSewer, InfoSWMM | Tagged , , , , | Comments Off on How to Save Node and Link Summary Tables in H2OMAP SWMM, H2OMap Sewer, InfoSewer and InfoSWMM to Shapefiles

Inflow Time Series in InfoSewer

Posted on November 22, 2012 by Robert Dickinson

Intoduction: InfoSewer is used worldwide by municipal engineers and planners to create detailed, accurate models of their sewer infrastructure systems. These models enable users to evaluate the effect of new developments, zoning changes, and other additional loads on system flows; pinpoint … Continue reading →

Posted in H2OMAP Sewer, InfoSewer | Tagged | Comments Off on Inflow Time Series in InfoSewer

How to Use the Map Display for the Maximum Adjusted d/D or Maximum q/Q in an EPS InfoSewer Simulation

Posted on November 19, 2012 by Robert Dickinson

You can use the Map Display for the Maximum Adjusted d/D or Maximum q/Q in an EPS InfoSewer Simulation to show the maximum depth over pipe diameter (d/D) or maximum flow q over the full flow Manning’s equation value for … Continue reading →

Posted in H2OMAP Sewer, InfoSewer | Tagged | 1 Comment

Water Age in InfoSewer

Posted on October 25, 2012 by Robert Dickinson

InfoSewer and H2OMAP Sewer have a Water Quality option called Time of Concentration (TOC) or Water Age that allows the modeler to estimate the residence time in his or her Sewer Network. The use of Water Age is simple, you … Continue reading →

Posted in H2OMAP Sewer, InfoSewer | Tagged , | Comments Off on Water Age in InfoSewer

InfoSewer to InfoSWMM Import Tips

Posted on September 24, 2012 by Robert Dickinson

The direct import of InfoSewer to InfoSWMM (Figure 1) is both direct and robust but you need to be aware of Run Manager changes to optimize the InfoSWMM model: Make sure that the Flow Units in InfoSWMM Run Manager match … Continue reading →

Posted in H2OMAP Sewer, H2OMAP SWMM, InfoSewer, InfoSWMM | Tagged | Comments Off on InfoSewer to InfoSWMM Import Tips

H2OMAP Sewer and InfoSewer Water Quality Options

Posted on September 14, 2012 by Robert Dickinson

Intoduction: InfoSewer is used worldwide by municipal engineers and planners to create detailed, accurate models of their sewer infrastructure systems. These models enable users to evaluate the effect of new developments, zoning changes, and other additional loads on system flows; pinpoint … Continue reading →

Posted in H2OMAP Sewer, H2OMAP SWMM, InfoSewer, InfoSWMM | Tagged | Comments Off on H2OMAP Sewer and InfoSewer Water Quality Options

How to Find the Proportional loading to a Link or Manhole in InfoSewer and InfoSWMM

Posted on September 8, 2012 by Robert Dickinson

You can use the Upstream Trace tool in InfoSewer to find the upstream nodes and links from any link in InfoSewer.   Once you have the upstream traced network, access the traced upstream nodes and links to the domain.  Once you have … Continue reading →

Posted in H2OMAP Sewer, H2OMAP SWMM, InfoSewer, InfoSWMM | Tagged , , , | Comments Off on How to Find the Proportional loading to a Link or Manhole in InfoSewer and InfoSWMM

How to Use the Variable Flow Percentage Flow Splitter in InfoSewer

Posted on August 26, 2012 by Robert Dickinson

You can use the Variable Flow Percentage Flow Splitter in InfoSewer to model overflow in a node when the two stage solution in InfoSewer does not have a full pipe in the 1st stage of the solution.  The problem is … Continue reading →

Posted in H2OMAP Sewer, InfoSewer | Tagged | Comments Off on How to Use the Variable Flow Percentage Flow Splitter in InfoSewer

Steady State Solution in InfoSewer and H2OMAP Sewer – Update for 2018

Posted on August 9, 2012 by Robert Dickinson

The Innovyze products InfoSewer and H2OMAP Sewer have three solution types: (1) Steady State, (2) Design and (3) Extended Period Simulation or EPS which allows you to simulate hours, day and weeks. The Steady State solution solves for the link … Continue reading →

Posted in H2OMAP Sewer, H2OMAP SWMM, InfoSewer, InfoSWMM | Tagged , , , | Comments Off on Steady State Solution in InfoSewer and H2OMAP Sewer – Update for 2018