Autodesk Technologist with Information about Stormwater Management Model (SWMM) for watershed water quality, hydrology and hydraulics modelers (Note this blog is not associated with the EPA). You will find Blog Posts on the Subjects of SWMM5, ICM SWMM, ICM InfoWorks, InfoSWMM and InfoSewer.
Showing posts with label How to use the Flow Splitter in InfoSewer for Dendritic Networks. Show all posts
Showing posts with label How to use the Flow Splitter in InfoSewer for Dendritic Networks. Show all posts
Sunday, August 30, 2015
Thursday, August 8, 2013
How to use the Flow Splitter in InfoSewer for Dendritic Networks
Subject: How to use the Flow Splitter in InfoSewer for Dendritic Networks
InfoSewer, which is an extension in Arc Map, does need to have slit split defined where gravity mains merge together to determine the amount of flow in each of the downstream conduits (Figure 1). The options for the flow splitterin each of the downstream links are:
1. Automatic Allocation2. Fixed Flow Percentage
3. Variable Flow Percentage and
4. Inflow-Outflow Curve
At an outfall where the invert of the outfall pipe is raised compared to the inverts of the incoming and outgoing pipes a flow split of Variable Flow Percentage or Inflow/Outflow curve may work better (Figure 2).
Figure 1. Options for Performing a Flow Split in InfoSewer
Figure 2. The Effect of the flow split can be used to model complex situations in a dendritic model with outfalls.
How to use the Flow Splitter in InfoSewer for Dendritic Networks
Subject: How to use the Flow Splitter in InfoSewer for Dendritic Networks
InfoSewer, which is an extension in Arc Map, does need to have slit split defined where gravity mains merge together to determine the amount of flow in each of the downstream conduits (Figure 1). The options for the flow splitterin each of the downstream links are:
1. Automatic Allocation2. Fixed Flow Percentage
3. Variable Flow Percentage and
4. Inflow-Outflow Curve
At an outfall where the invert of the outfall pipe is raised compared to the inverts of the incoming and outgoing pipes a flow split of Variable Flow Percentage or Inflow/Outflow curve may work better (Figure 2).
Figure 1. Options for Performing a Flow Split in InfoSewer
Figure 2. The Effect of the flow split can be used to model complex situations in a dendritic model with outfalls.
Friday, August 10, 2012
How to use the Flow Splitter in InfoSewer for Dendritic Networks
Subject: How to use the Flow Splitter in InfoSewer for Dendritic Networks
Subject: How to use the Flow Splitter in In
InfoSewer, which is an extension in Arc Map, does need to have flow splits defined where gravity mains merge together to determine the amount of flow in each of the downstream conduits (Figure 1). The options for the flow splitterin each of the downstream links are:
1. Automatic Allocation
2. Fixed Flow Percentage
3. Variable Flow
4. Inflow-Outflow Curve
At an outfall where the invert of the outfall pipe is raised compared to the inverts of the incoming and outgoing pipes a flow split of Variable Flow Percentage or Inflow/Outflow curve may work better (Figure 2).
Figure 1. Options for Performing a Flow Split in InfoSewer
Figure 2. The Effect of the flow split can be used to model complex situations in a dendritic model with outfalls.
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