A feedback loop involves four distinct stages. First comes the data: A behavior must be measured, captured, and stored. This is the evidence stage. Second, the information must be relayed to the individual, not in the raw-data form in which it was captured but in a context that makes it emotionally resonant. This is the relevance stage. But even compelling information is useless if we don’t know what to make of it, so we need a third stage: consequence. The information must illuminate one or more paths ahead. And finally, the fourth stage: action. There must be a clear moment when the individual can recalibrate a behavior, make a choice, and act. Then that action is measured, and the feedback loop can run once more, every action stimulating new behaviors that inch us closer to our goals, From Wired Magazine http://www.wired.com/magazine/2011/06/ff_feedbackloop/all/1
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.
Tuesday, July 19, 2011
Thursday, July 14, 2011
SWMM 5 Slope Rules are Critical to Understand for Short Pipes
Subject: SWMM 5 Slope Rules are Critical to Understand for Short Pipes
If you have a short pipe and an significant offset depth for the pipe at either the upstream or downstream end of the pipe then the difference between the arithmetic method of calculating the slope and the SWMM 5 method can be noticeably different.
Tuesday, July 12, 2011
Three Inertial Term Options in SWMM 5 and InfoSWMM/H2OMAP SWMM
Subject: Three Inertial Term Options in SWMM 5 and InfoSWMM/H2OMAP SWMM
Subject: Three Inertial Term
The dynamic wave flow in SWMM5 and InfoSWMM is calculated from the following equation
Q = (Qold – dq2 + dq3*sigma + dq4*sigma ) / ( 1 + dq1 + dq5)
Where,
Qold =
dq1 =
dq2 =
dq3 =
dq4 =
dq5 =
sigma =
Figure 1 shows how Sigma is set based on the user selection of the Three Intertial Terms. Figure 2 shows how Sigma is calculated for the Dampen Option. If you use Ignore then dq3 and dq4 are ignored all of the time, if you use Dampen then dq3 and dq4 are used for a Froude number less than 0.5 and then the terms gradually fade away until a Froude number of 1 is reached. If you use Keep then the non linear terms are used all of the time no matter the value of the link Froude Number. There is one exception to this rule: If a closed link is full then the value of sigma is set to 0.0 no matter what is selected for the Intertial Term.
Figure 1. The value of Sigma for each of the Three Inertial Term Option
Figure 2. At each iteration for each link during the simulation the link Froude Number is calculated and based on the Froude Number the value of Sigma is Set.
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SWMM 5 QA and Application Manuals on the EPA Web Site
Subject: SWMM 5 QA and Application Manuals on the EPA Web Site
Subject: SWMM 5 QA and Appli
The EPA Web Site has three manuals that you can download at http://www.epa.gov/nrmrl/
1. SWMM Applications Manual
2. SWMM 5 Quality Assurance Report
3. SWMM 5 Users Manual
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How to Make a Small Model out of a Large Model in H2OMAP Sewer
Subject: How to Make a Small Model out of a Large Model in H2OMAP Sewer
Subject: How to Make a Small Model out of a Large Model in H2OMAP Sewer
The process is easy if you use Domain and Facilities.
Step 1. Use the Trace Upstream Network Command in Utilities to find the upstream network from your node of interest. The upstream network is saved to a Domain.
Step 2. Use the Facility Manager to 1st deactivate the whole network and then 2nd to add the Domain to your Facility or the nodes and links that you will simulate
You now have a smaller network to examine in Detail. You may have to make a temporary Outfall node to run the model if there are no Outfalls in the model.
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Monday, July 11, 2011
InfoSWMM Pump Operation Curve and Time Off Curve
Subject: InfoSWMM Pump Operation Curve and Time Off Curve
The InfoSWMM pump operation curve will show you over time the relationship between the head of the pump and the pump flow. The pump summary table will also tell you how often the pump head was higher than the High Head of the Curve and how often the pump head was lower than the Low Head of the Curve. If you replay the animation the purple square will move up and down the pump curve.
The InfoSWMM pump operation curve will show you over time the relationship between the head of the pump and the pump flow. The pump summary table will also tell you how often the pump head was higher than the High Head of the Curve and how often the pump head was lower than the Low Head of the Curve. If you replay the animation the purple square will move up and down the pump curve.
Dry Weather Flow in SWMM 5
Subject: Dry Weather Flow in SWMM 5
Dry Weather Flow in InfoSWMM and H2OMap SWMM
Dry weather flow can be added to any node in H2OMAP SWMM. The dry weather flow is computed as the average flow * the monthly pattern * the daily pattern * hourly pattern * the weekend daily pattern to give the Dry Weather Flow at any time step (Figure 1). Since the four types of patterns (Figure 2) are all multiplied together then for Saturday and Sunday the hourly pattern and the weekend hourly pattern will both be used. This will have the effect of overestimating the flow if the multipliers are greater than 1 and underestimating theflow if the multipliers are less than one. You should enter the Pattern X for the Weekend Hourly Pattern in H2OMAP SWMM where
X = Weekend Hourly Pattern / Hourly Pattern
So that when the pattern X is multiplied by the Hourly Pattern the program will use the intended Weekend Pattern.
Figure 1. How Dry Weather Flow is Computed in H2OMAP SWMM
Figure 2. The Four Types of Time Patterns in H2OMAP SWMM, InfoSWMM and SWMM 5
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Sunday, July 10, 2011
InfoSWMM Report Manager and Field Statistics
Subject: InfoSWMM Report Manager and Field Statistics
Subject: InfoSWMM Report Mana
You can also use the mixed graph feature to plot the pump flow and the downstream flows on the same graph. If you click on the Report command then you can also use aField Statistics command to see the Statistics for each Link and Pump. The right mouse button for the Report also allows you to make a scatter plot and graph the flows in theforcemains versus the flows in the pumps.
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How to use the Report Feature of the HGL Plot in InfoSWMM
Subject: How to use the Report Feature of the HGL Plot in InfoSWMM
Subject: How to use the Report Feature of the HGL Plot in InfoSWMM
The report feature of the HGL plot helps you understand in more detail the pump flows, forcemain flows and node heads.
Step 1. Load the Domain in the HGL Plot using Report
Step 2. Click on the Report Command to Show the HGL Data in Tabular Format
Step 3. Format the Results Table from the HGL Plot to see the data better.
Step 4. Now we have the heads, flows and velocities for the pumps, nodes and force main links in our Domain around the pump of interest at time steps of 2 seconds, We can now see how the flows, heads and velocities change downstream from the pump.
Step 5. Force Mains, Nodes and Pumps in our Table
Step 6. The pump turns on and the flow moves downstream to the force mains – the heads in the nodes increase to balance the flow at each node. As you can see there is a 1 to 2 GPM decrease due to attenuation as the flow from the pump moves into the force mains.
Step 7. The pump turns off and flows downstream decrease. You can get negative flow if the downstream head is higher than the upstream head of the link.
Step 8. Use Advanced Labeling and the HGL Plot Stepping Interval to see all of the data in your Plot.
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How to Use Domain Manager in InfoSWMM to Reduce the Output File Size
Subject: How to Use Domain Manager in InfoSWMM to Reduce the Output File Size
Subject: How to Use Domain Manager in InfoS
If you want to save the output at a small report time step (2 seconds in this case) and you have a long simulation or large model then the reading of the graphicalo results may not be as speedy as you want. You can save ONLY the DOMAIN to the output binary file however to make this smaller and faster to react.
Step 1. Define your Reporting Time Step and Your Routing Time Step. In this case we are routing at 1 second but saving the DOMAIN results every 2 seconds.
Step 2. Clear your existing DOMAIN and Create a DOMAIN based on the area you are most interested in during the simulation.
Step 3. Use the Advanced Tab in Run Manager and select Domain as the Output Scope – this will save only the Domain to the output binary file.
Step 4. Run the simulation using Run Manager and then look at the output. You are restricted to 8800 graph points but the number of points in the Report Table is unlimited.
Step 5. You can use the Data Plot Option (right mouse click) to see a subset of the larger than 8800 data points.
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InfoSWMM and H2OMAP SWMM Pump Summary Table
Subject: InfoSWMM and H2OMAP SWMM Pump Summary Table
Subject: InfoSWMM Pump Summa
The Pump Summary Table in Report Manager tells you how often the pumps turn on (Start-Up Count), the percent of the simulation time it was used (Percent Utilized) and the maximum, minimum and average flow for the pumps.
You can also see flows in the downstream links from the pumps in the force mains along with the pumps.
If you use the Mixed Graph Control you see the Pump flows and Link Flows on the same Graph
You can control the replay of the HGL Plot by altering the stepping time in Graph Settings
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How to Set Up Hot Start Files in InfoSWMM for a Fixed Boundary Outfall
Subject: How to Set Up Hot Start Files in InfoSWMM for a Fixed Boundary Outfall
Subject: How to Set Up Hot Start Files in I
If you have a fixed boundary outfall
1st Step: Turn off the DWF inflow so that ONLY the flow from outfall enters the network. Use the Process Models in Run Manager to turn off and turn on the Dry Weather flow.
2nd Step: Run the simulation first SAVING a Hot Start File using zero initial node depths and link flows.
3rd Step: Save and Use Hot Start Files until the initial and final volume in your Network stays the same.
4th Step: Check the Initial and Final Stored Volume in the output text file
5th Step: Check to see if you nodes are stable by using a Junction Group Graph
6th Step: Now Run the Simulation with flows turned an and the network will start out with the Boundary Condition depths and stable flows
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How to Set a Flap Gate in InfoSWMM
Note: How to Set a Flap Gate in InfoSWMM
You can set a flap gate in InfoSWM
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Saturday, July 9, 2011
H2OMAP Sewer and InfoSewer DB Queries to find Loading Manholes
Subject: H2OMAP Sewer and InfoSewer DB Queries to find Loading Manholes
Subject: H2OMAP Sewer and In
This Database Query (DB) will find all loading Manholes
Figure 1. DB Query to find Manholes with Load1 and Load2 greater than 0.0
Figure 2. Query Report for the DB Query
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