SWMM56

Subject: InfoSWMM and H2OMAP SWMM Import and Export of HEC-RAS Geometry Data InfoSWMM and H2OMAP SWMM Import and Export of HEC-RAS Geometry Data by  dickinsonre InfoSWMM  v11 and  H2OMAP   SWMM  v10 have new  import  and  export  features for  HEC - RAS  interaction.   The echange commands are in the exchange menu (Table 1) and you can  import   HEC - RAS   geometry   files (Figure 1), edit imported Transect  Data  (Figure 2 and 3) and  export  the data  back to a  HEC - RAS   geometry  file (Figure 4 and 5 and Table 2). Exchange Import  Manager Exchange Export  Manager Exchange ODBC Exchange Exchange Import  Generate File Exchange Import … Exchange (Conveyance Nodes) Exchange Conveyance (Links) Exchange (Disable Auto-Length Calculation) Exchange Export … Exchange Export  Generate File Exchange (Conveyance Nodes) Exchange Conveyance (Links) Exchange (Disable Auto-Length Calculation) Exchange Convert Polyline Exchange Import  EPA  SWMM  5 Exchange Export  EPA  SWMM  5 Exchange Import  

Subject:    H2OMAP Sewer and InfoSewer Water Quality Options H2OMAP Sewer and InfoSewer Water Quality Options by  dickinsonre Subject:     H2OMAP   Sewer  and  In foSewer   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  in seven child scenario's (Figure 2).  The parameters for each  water   quality  option is shown in the  Quality  Tab of the Simulation Options  Dialog. Figure 1.    Water   Quality  Simulation Choices in  H2OMAP   Sewer  and  InfoSewer .   Figure 2.    Water   Quality  Simulation Choices in the Scenario Explorer of  H2OMAP   Sewer  and  InfoSewer via Blogger  http://www.swmm5.net/2013/08/ h2omap-sewer-and-infosewer- water.html

Note:   The SWMM 5 1D Components in InfoSWMM 2D The SWMM 5 1D Components in InfoSWMM 2D by  dickinsonre Note:   The  SWMM   5   1D   Component s  in  InfoSWMM   2D InfoSWMM   2D  uses standard  SWMM   5   components  to connect the  1D  Nodes to the  2D  Mesh.  A bottom outlet orifice at the maximum depth of the node drains to a  SWMM   5  Outfall at the fixed elevation equal to the Node Rim Elevation. Flow can go into or out of the Outfall from the  1D  element from or to the  2D  Mesh.  InfoSWMM   2D   automatically makes the necessary elements if  2D  is used and the new elements are listed in the Hydqua.inp file, which is very similar to the Tab Delimited  SWMM 5  Input file.  The HYDQUA.inp is very similar to the Excel Tab formatted file of  SWMM   5  with a few additional sections and added features: 1 st  Difference:    The Flood Node Data Section tell the  2D  engine which Node has a  1D - 2D  connection and which  2D  mesh element the  1D  Node drains to when it is flooded. [F

Subject:   Advanced SWMM 5 import into InfoSWMM and H2OMAP SWMM Advanced SWMM 5 import into InfoSWMM and H2OMAP SWMM by  dickinsonre Subject:    Advanced   SWMM   5   impo rt   into   InfoSWMM  and  H2OMAP   SW MM The current version of  InfoSWMM  and  H2OMAP   SWMM   not only imports the latest  SWMM   5  version but it has built in flexibility that allows the user to  import  selected data sections, model data sections or auxiliary file information such as calibration data files.  This allows you the choice of importing non specific network data that can used in the model of any city, county, shire, town or watershed.  For example,  you can  import  only these sections without affecting the geometry of your network: 1.       Calibration File Information, 2.       RTC Rules 3.       Aquifers 4.       Snowpacks 5 .       Buildup for Water Quality, 6.       Washoff for Water Quality, 7.       Evaporation, 8.       Time Series, 9.        DWF, 10.         Patterns, 11.         RDII 12.  

Subject:    How to Compare the Output Manager Statistics in H2OMAP SWMM to the SWMM 5 Output Text File How to Compare the Output Manager Statistics in H2OMAP SWMM to the SWMM 5 Output Text File by  dickinsonre Subject:    How to  Compare  the  Output   Manager   Statistics  in  H2OMAP   SWMM  to the  SWMM   5   Output   Text   File    The value of the total inflow in the  text   output   file  is the integrated total for the whole simulation including all time steps.   This is the total volume that is shown in Map Display for Nodes and Links or in the Summary Tables for Nodes and Links.   If you graph the flow or depths in  Output  Report  Manager  and use the Field Statistics  tool it will only show you the  statistics  for the SAVED time steps.  However, if you multiply the Sum (Total) Value by the saved interval in seconds you will have another estimate of the total node of link  statistic.  For example, a Sum Total of L/s times seconds yields liters which divided by 1,000 yields ML

Note:   Comparison of the H2OMAP SWMM Hazen Williams Force Main Solution to a Steady State HW Solution Comparison of the H2OMAP SWMM5 Hazen Williams Force Main Solution to a HW Solution by  dickinsonre 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   Hazen Williams   s olution  for the same length pipe, diameter and flow (Figure 1).  The  H2OMap   SWMM  model has a large constant dry weather inflow at the wet wells which floods the wet well and causes a constant pump flow to the  force   main  (Figure 2).  The HW  calculator is located here  http://www. engineeringtoolbox.com/ william-hazens-equation-d_645. html  and a  comparison  for HW  head loss in PSI for 5000 feet long, 3 inch diameter pipes with  HW  Coefficients of 130, 120, 110 and 100, respectively, is shown in Table 1.   The  SWMM  5 equa