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Showing posts from June, 2011

A Two-Dimensional Quality Mesh Generator and Delaunay Triangulator - InfoSWMM 2D Reference

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Subject:   InfoSWMM 2D Reference for “A Two-Dimensional Quality Mesh Generator and Delaunay Triangulator”
Source:http://www.cs.cmu.edu/~quake/triangle.html


SWMM 5 Clocktime RTC Rules for Pumps, Weirs and Orifices

Subject:  SWMM 5 Clocktime RTC Rules for Pumps, Weirs and Orifices
You can use the Control or RTC rules in SWMM 5 to adjust the settings of the weirs, pumps and orifices based on the clock time each day of your simulation.  Here is an example that will adjust orifice height every ½ hour for 7 orifices at one time using two sets of rules.

RULE R1a 
; Half hour setting
IF SIMULATION CLOCKTIME = 0:30:00 
OR SIMULATION CLOCKTIME = 1:30:00  
OR SIMULATION CLOCKTIME = 2:30:00 
OR SIMULATION CLOCKTIME = 3:30:00 
OR SIMULATION CLOCKTIME = 4:30:00 
OR SIMULATION CLOCKTIME = 5:30:00 
OR SIMULATION CLOCKTIME = 6:30:00 
OR SIMULATION CLOCKTIME = 7:30:00 
OR SIMULATION CLOCKTIME = 8:30:00 
OR SIMULATION CLOCKTIME = 9:30:00 
OR SIMULATION CLOCKTIME = 10:30:00
OR SIMULATION CLOCKTIME = 11:30:00
OR SIMULATION CLOCKTIME = 12:30:00 
OR SIMULATION CLOCKTIME = 13:30:00  
OR SIMULATION CLOCKTIME = 14:30:00 
OR SIMULATION CLOCKTIME = 15:30:00 
OR SIMULATION CLOCKTIME = 16:30:00  
OR SIMULATION CLOCKTIME = 17:3…

Hot Start Files are used to define the initial heads and flows in SWMM5

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Subject:  Hot Start Files are used to define the initial  heads and flows in the nodes and links of the model.
The creation of the Hot Start File for your sanitary, combined or stormwater network is a three step process:

1.Save the 1st Hot Start file using an empty system as the initial conditions,
2.Use the 1st Hot Start file as the initial condition in the second run and Save the 2nd Hot Start File
3.In the 3rd Run Use the 2nd Hot Start file as the initial conditions of your network.
4.It is not necessary that the Hot Start Files be exact in the initial depths or flows but only approximate so that the network in not empty.



InfoSewer and InfoSWMM Nodes

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Subject:  InfoSewer and InfoSWMM Nodes

InfoSewer and InfoSWMM are link/node networks but the nodes are of different types in both models.  InfoSewer has a distinction between loading manholes or junctions and chamber junctions that start or separate Force Main links.  InfoSewer nodes are types 1 through 4 and InfoSWMM nodes are types 5 through 8 in this image.


InfoSWMM has more generic node types than in InfoSewer so a junction can be both a Loading and Chamber Manhole if you are more familar to the InfoSewer names.


InfoSWMM 2D Layer Properties and Mesh Results

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Subject:InfoSWMM2DLayerProperties and MeshID
You can use the LayerProperties for layers in the Table of Contents to see the MeshID and other simulation data for the 2Dmesh in InfoSWMM2D.  The MeshID can be seen using the Labels/Label Expression command and if you use an expression you can see the results data as well on the mesh.  The MeshID is used as the label as well in the 2DOutput modeling report.  The Net Inflow and Net Outflow is by MeshID.  In this example, the flow comes out of Node 80408 to MeshID 131 and enters the 1D network again at MeshID 848.


InfoSWMM 2D Layer Properties and Mesh ID

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Subject:   InfoSWMM 2D Layer Properties and Mesh ID
InfoSWMM2DLayerProperties and MeshIDby dickinsonreSubject:InfoSWMM2DLayerProperties and MeshID You can use the LayerProperties for layers in the Table of Contents to see the MeshID and other simulation data for the 2Dmesh in InfoSWMM2D.  The MeshIDcan be seen using the Labels/Label Expression command and if you use an expression you can see the results data as well on the mesh.  The MeshID is used as the label as well in the 2DOutput modeling report.  The Net Inflow and Net Outflow is by MeshID.  In this example, the flow comes out of Node 80408 to MeshID 131 and enters the 1D network again at MeshID 848. via Blogger http://www.swmm5.net/2013/08/infoswmm-2d-layer-properties-and-mesh-id.html

Steady State Flow Analysis in InfoSWMM using a Ramp DWF - Method 2

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Subject:  Steady State Flow Analysis in InfoSWMM using an External Flow Time Series
Steady State Flow Analysis in InfoSWMM using an External Flow Time Seriesby dickinsonreSubject:  SteadyStateFlowAnalysis in InfoSWMMusing an External Flow Time Series This can be easily created using a few steps in InfoSWMM.  The flowramp is in the Routing Interface File.  The advantage is that you are able to have different ramps for the various nodes using this method. Step 1:  In Run Manager Set up the Process Models Options to use just the External Inflow and NOT the Dry Weather Flow

Step 2.  Create the External Inflows File (see the help file for the format)
SWMM5 Interface File
300  - reporting time step in sec 1    - number of constituents as listed below: FLOW CFS 2    - number of nodes as listed below: 36 24 Node             Year Mon Day Hr  Min Sec FLOW 36               2002 01  01  00  00  00  0.000000  24               2002 01  01  00  00  00  0.000000  36

Steady State Flow Analysis in InfoSWMM using a Ramp DWF - Method 1

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Subject:  Steady State Flow Analysis in InfoSWMM using a Ramp DWF

Steady State Flow Analysis in InfoSWMM using a Ramp DWFby dickinsonreSubject:  SteadyStateFlowAnalysis in InfoSWMMusing a RampDWF This can be easily created using a few steps in InfoSWMM.  Step 1:  Using Scenario Explorer make a cloned Child Scenario and a cloned DWF Set which will be later modified. Step 2:  Using DB Manager and the BlockEdit tool and increase the mean DWF by a factor of 10, 100 or 1000 to drown out all Wet Wells and cause the pumps to turn on and stay turned on during the simulation in the newly created DWF Set. Step 3.  Run the batch manager and create two output files – Normal and SteadyState for comparison.
Step 4.  You can now compare the two scenario's using Output Manager and the Compare Graph tool.  The Ramped Model should have constant flows in both links and pumps.  It was not necessary to change any of the patterns.
Step 5.  The model is still  in balance – the excess DWF Inflow ends up as floo…

SWMM 5 Fixed Surface Water Depth Boundary Condition

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Subject:  SWMM 5 Fixed Surface Water Depth Boundary Condition
A large difference between SWMM 5 and SWMM 4 is how the Groundwater Aquifer interacts with the drainage network.  In SWMM 4 since the hydrology was simulated in the Runoff Block, the results saved to an interface file and the hydraulics were simulated in the Extran Block it was not possible to have a time step to time step interaction between the Aquifer and the Open Channels.  SWMM 5 has integrated hydrology and hydraulics so it is possible to use either a Fixed Surface Water Depth for each Subcatchment or the Receiving Nodes Node Depth Invert Elevation – the Aquifer Bottom Elevation.  The groundwater thus flows either to a fixed boundary condition as in SWMM 4 or to a time varying boundary condition.


SWMM 5 Threshold Groundwater Elevation

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Subject:  SWMM 5 Threshold Groundwater Elevation
A large difference between SWMM 5 and SWMM 4 is how the Groundwater Aquifer interacts with the drainage network.  In SWMM 4 since the hydrology was simulated in the Runoff Block, the results saved to an interface file and the hydraulics were simulated in the Extran Block it was not possible to have a time step to time step interaction between the Aquifer and the Open Channels.  SWMM 5 has integrated hydrology and hydraulics so it is possible to use either a fixed Threshold Groundwater Elevation for each Subcatchment or the Receiving Nodes Invert Elevation.




Aquifers in SWMM 5

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Subject:Aquifers in SWMM 5
Aquifers in SWMM 5by dickinsonreSubject:   Aquifers in SWMM 5 Groundwater in SWMM5 is modeled as twozones: (1) Saturated and (2) Unstaturated.  The data for the Groundwater Simulation consists of physical data in an Aquifer and elevation and flow coefficient and exponent data in the GroundwaterData.  The Aquifer data object can be applied to multiple Subcatchments but each Subcatchment has its own set of Groundwaterdata.  For example, in this model all of the Subcatchments share the same Aquifer data but each Subcatchment has different elevation and flow data – the labels on the basin are the groundwater elevations. via Blogger http://www.swmm5.net/2013/08/aquifers-in-swmm-5.html

3 Types of Manholes in SWMM 5 and InfoSWMM

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Subject:   3 Types of Manholes in SWMM 5 and InfoSWMM
There are three types of interior manholes in SWMM 5 and InfoSWMM as regards water surface elevations above the Node Rim Elevation:
1st Excess Water leaves the Node as flooded water if the water surface elevation equals the Rim Elevation (Figure 1 and Gravity Mains), 2nd Excess Water is  stored in the manhole as pressurized depth if the Node Surcharge Depth is used (Figure 2 and Force Mains) 3rd Excess Water is stored above the Node Rim Elevation (Surface Ponding and Figure 3) Figure 1.  The default node in SWMM 5 and InfoSWMM has just the Manhole Invert Elevation, the program calculated elevation of the highest connected link and the Node Maximum Depth or Rim Elevation.  If the Water Surface Elevation exceeds the Rim Elevation then any excess flow is lost as flooded flow.
Figure 2.  A force main or pressure in SWMM 5 and InfoSWMM has the Manhole Invert Elevation, the program calculated elevation of the highest connected link, the Node M…

InfoSWMM and Arc GIS Layer Properties for Force Mains and Gravity Mains

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Subject:  InfoSWMM and Arc GIS Layer Properties for Force Mains and Gravity Mains
An important advantage of using InfoSWMM is the ability to use all of the Arc GIS layer and programming tools.  For example, you can use the layer properties in the Table of Contents to color and create symbols for the force mains and gravity mains in InfoSWMM.  The Force Main variable (which is a Yes/No parameter) is selected as the field value in the Symbology Tab of Layer Properties which allows you to color and size the link based on the Force Main property of is you do a Layer Join the link property and simulation results.




InfoSWMM Note About Pump Wet Wells

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Subject:  Wet Well Maximum depths and Pump Start and Pump Off Depths
The Wet Well has ·An invert elevation and ·A Maximum Depth The Pumps have ·Pump On Depth ·Pump Off Depth ·Pump Head – Discharge Curve or ·RTC Rules The Links have a ·Invert Elevation into the Wet Well and ·Invert Elevation into the Downstream Force Main ·Crown Elevation

InfoSWMM or SWMM 5 Basic Runoff and Other Wet Weather Processes

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Note:   InfoSWMM  or SWMM 5 Basic Runoff and Other Wet Weather Processes



Detention Pond Infiltration and Evaporation Losses

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Subject:  Detention Pond Infiltration and Evaporation Losses

You can also add a storage pond infiltration and surface evaporation losses to the pond.  The surface evaporation is added to the infiltration (computed from the green ampt parameters); a storage volume summary listing the average and maximum volume and the percent loss from the combined infiltration and evaporation from the ponds.  The pond infiltration loss during a time step is basd on the areal weighed average depth, the Green Ampt infiltration and the Area of the pond.

infiltration_detetention_pond.inpDownload this file

Detention Pond Infiltration and Evaporation Losses in SWMM 5by dickinsonreSubject:DetentionPondInfiltration and EvaporationLosses You can also add a storage pondinfiltration and surface evaporationlosses to the pond.  The surface evaporation is added to theinfiltration (computed from the green ampt parameters); a storage volume summary listing the average and maximum volume and the percent loss from the comb…

Detention Basin Basics in SWMM 5

Subject:  Detention Basin Basics in SWMM 5

What are the basic elements of a detention pond in SWMM 5?  They are common in our backyards and cities and just require a few basic elements to model.  Here is a model in SWMM 5.0.022 that even has a fountain in the real pond – which we not model for now.   The components of the model are:

1.An inlet to the pond with a simple time series – a subcatchment can be added to it in a more complicated model but for now we will just have a triangular time series,
2.A pipe to simulate the flow into the pond from the inlet,
3.A Storage Node to simulate the Pond that consists of a tabular area curve to estimate the depth and area relationship,
4.A Storage Node to simulate the Outlet Box of the Pond
5.Two Small Rectangular Orifices to simulate the low flow outflow from the pond at an elevation less than the weir
6.A large rectangular orifice to simulate the normal inflow to the Box
7.A rectangular weir to simulate the flow into the box when the pond water surfa…

InfoSewer Link and Head Calculations for Steady Flow

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Note: Steady 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 pipe flow and manhole loading data and not the adjusted data from the 2nd pass. •2nd InfoSewer adjusts the link depth based on the manhole head and lists the adjusted depth in the browser and the Report Table after the manhole depths are calculated from downstream to upstream in the network. •Result: The HGL graph shows the link d and d/D based on pipe flow not the adjusted depth so you are looking at the results of the 1st pass in the links and the 2nd Pass in the Nodes in a HGL Plot  for a Steady State Simulation.
Here is one example of this sequence of events: The downstream head at the outfall causes a backwater condition in all of the links.  The d/D and q/Q is based on the manhole loading flow in the 1st pass and indicates…