ICM SWMM & ICM InfoWorks, InfoSWMM ,SWMM5+
Ignite your passion for Hydrology, Hydraulics, and Water Quality with Autodesk Innovyze and SWMM Enablement Posts! Dive deep into a wellspring of knowledge, enriched with captivating examples and code. Level up to a 'Number Nine' – an epitome of cool in this vibrant engineering realm. Let's transform theory into practice together using Creative Knowledge!
Note: Comparison of the H2OMAP SWMM Hazen Williams Force Main Solution to a HW Solution
In this example, we compare the force main head loss in four links in H20Map SWMM to the head loss in a steady state HazenWilliams solution for the same length pipe, diameter and flow
Subject: H2OMAP Sewer and InfoSewer Water Quality Options
You can model 8 options in H2OMAP Sewer and InfoSewer to simulate various aspects of Water Quality (Figure 1). If you make the base scenario no water quality you can have the same network, same loading but different aspects of water quality
Note: State InfoSewer solution solves for the link flow and node heads
Here is an example of how the Steady State InfoSewer solution solves for the link flow and node heads or depths:
• 1ST Flow is computed in each link and d and d/D is calculated based on … Read the rest
Note: A Basic InfoSewer Wet Well, Pump and Force Main System
via Blogger http://www.swmm5.net/2013/07/a-basic-infosewer-wet-well-pump-and.html… Read the rest
Subject: How to change the background color and data view in InfoSewer and InfoSWMM
Tip 1: Use the command View> Data Frame Properties > Frame > Background (change color) to change the background color
Tip 2: Use the command View> Data Frame Properties > Data Frame … Read the rest
Note: Steps to take and rules for Cloning Datasets in InfoSWMM and InfoSewer
Before cloning an active dataset, the user should switch to the Base Scenario. This saves the active datasets and allows the user to clone the dataset with all edits.
This is a brief description of how datasets… Read the rest
Or, how to manage your active and inactive network in a scenario
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| Display Feature Options for InfoSewer and InfoSWMM |
via Blogger http://www.swmm5.net/2013/07/display-feature-options-for-infosewer.html… Read the rest
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| How to Make a New Geodatabase for InfoSWMM and InfoSewer in Arc Map |
via Blogger http://www.swmm5.net/2013/07/how-to-make-new-geodatabase-for.html… Read the rest
How to Use the SWMM 5 Excel Tool with InfoSewer CSV Files
1. Export Link and Manholes in InfoSewer for your current Scenario to CSV files,
2. Set up the Excel Add on for SWMM 5 by using the command Tools, and Configure Tools (see below)
3. Run SWMM… Read the rest
InfoSewer Inflow Control for a Pump with a Pump Curve
You can control the pumps in InfoSewer and H2OMap Sewer by using a Pump Control which will control the pump based on:
1. Volume
2. Level
3. Discharge
4. Inflow
5. Time
If you use a By Inflow control the … Read the rest
Steps to set up a new icon for Batch Simulation in InfoSewer, InfoSWMM or InfoWater
1. Customize Arc GIS
2. Add an Icon
3. Run the command using the Icon
via Blogger http://www.swmm5.net/2013/07/batch-simulation-for-infosewer-infoswmm.html… Read the rest
Subject: How to Use Trace Upstream, Domain Manager and Facility Manager in InfoSewer to Find the CE
InfoSewer does not have table of node continuity errors only an overall continuity error balance. If you have a continuity error then you can use the process of divide and conquer to … Read the rest
InfoSewer Flow Attenuation Sensitivity
The three Run manager parameters, Maximum Number of Segments, Minimum Travel Distance and the Minimum Travel Distance in InfoSewer and H2OMAP Sewer affect the shape and flow attenuation of the flow in a link. The effect of using the flow attenuation is to reduce the peak … Read the rest
InfoSewer Inflow Control for a PUMP
You can control the pumps in InfoSewer and H2OMap Sewer by using a Pump Control which will control the pump based on:
1. Volume
2. Level
3. Discharge
4. Inflow
5. Time
If you use a By Inflow control the pump speed of the … Read the rest
Two Pass InfoSewer Solution
The d/D you are Mapping is from the 1st pass or the solution in which the manhole loads are calculated and the program estimates the flow in the links – the flow gives the value of d/D which you are mapping.
The HGL plot is
