SWMM56

InfoSWMM v11.1: Support ArcGIS 10.1. InfoSWMM or H2OMAP SWMM import: corrected the typos in error messages. (HsHxfSvr.dll, N/A, 6/22/2012) Improvement: for better hours/minutes listing in Report Manager Report Table for Continuous Simulation with Odd Report Time Step Intervals.  For example, this fix improved the output time display for irregular (in 60 minute sense) output time steps.  Now it displays 00:50, 01:40, etc. more correctly than before (00:49, 01:39, etc). (HsOutPkg.dll, N/A, 6/21/2012) Improvement or Bug Fix: Added an IF statement to the RDII Unit Hydrograph Convolution for the  rare instances in which the user sets the time base of the UH to zero by setting either T or K to zero.  The Time Base is T*K in the convolution integral and zero values are not allowed.  This bug was also forwarded to the EPA for a future SWMM 5.  The convolution uses the value of R and the Time Base to estimate the amount of Infiltration and Inflow in the Sewer Network.  The short, medium and lon

Subject:   Low Impact Development Options in H2OMAP SWMM and InfoSWMM Low Impact Development Options in H2OMAP SWMM and InfoSWMM by  dickinsonre Subject:   Low Impact Developme nt Options in H2OMAP SWMM and  InfoSWMM The five options are: 1.        Rain Barrel 2.       Bio Retention Cell 3.       Infiltration Trench 4.       Vegetative Swale 5.       Porous Pavement   and be entered as controls in the Hydrology Section of the Operations Browser of H2OMAP SWMM or InfoSWMM ( Figure 1) Figure 1.   The Attribute Browser Operation Tab allows you to enter LID Controls for your LID Modeling. via Blogger  http://www.swmm5.net/2013/08/ low-impact-development- options-in.html

Subject:   How to Make a SWMM 5 Interface File from InfoSWMM   The steps are easy: 1.         Make all Links Inactive by using the Facility Manager 2.        Save the flows to the OUTFLOWS file of InfoSWMM 3.        The Outlet Node of Each Subcatchment will be save to the Text File 4.        Use the Created OUTFLOWS file as the INFLOWS file in SWMM5

Join us at an Upcoming Event or Online Follow Us on Twitter, Connect With Us on LinkedIn, Comment on our Blog, View our Videos on YouTube You may have noticed the addition of some extra icons to our e-mails and website recently as Innovyze has been expanding its use of social media. We believe that we succeed when our customers succeed and we put their interests first in everything we do. With these philosophies in mind, we are delving into social media and tapping into our customer’s needs. Here are some of the technologies we are using: Twitter @innovyze - 140 character regular updates LinkedIn - Innovyze Users Group for discussion and sharing Insider Blog - Technical Tips, Articles and Updates YouTube - Videos on Innovyze produces Use the links at the bottom of this e-mail to get involved InfoWorks ICM Video Showcase Online It’s hard to put into words what an outstanding product InfoWorks ICM is and so we have put together a collection of 28 short videos that highlight some of

Subject:   How is the Orifice Setting Used in SWMM 5 RTC Rules? How is the Orifice Setting Used in SWMM 5 RTC Rules? by  dickinsonre Subject:   How is the Orifice Setting Used in SW MM 5 RTC Rules? The Real Time Control Rule for Orifice Setting can be a function of a Setting constant, Setting  from a Curve, Setting from a PID controller and a Setting from a Time Series (Figure 1).    The Setting affects the Full Depth of the Orifice at each time step.  The setting which ranges from 0 to 1 can either completely close or open theorifice (Figure 2).   You will have to use the equivalent in ICM or else the settings derived from the SWMM 5 time series need to be multiplied by the orifice depth to have the same effect in ICM that it had in SWMM 5.     Figure 1.   The Possibilities for defining the Setting of an Orifice in SWMM 5 from a H2OMAP SWMM RTC dialog.     Figure 2.   The Setting affects the Full Depth of the Orifice at each time step.  The setting which ranges from 0 to 1 can either

Subject:   How to Simulate Pipe Blockage in InfoSewer For making one or more of your pumps inactive you just need to use the Facility Manager and make the pumps inactive (the grey lines in Figure 2).   The other method of making the gravity mains have a really small diameter will not work as the flow is pushed through anyway and the value of q/Q full is very high.   One way to do what you want to do is to use a Flow Split and make the flow in the blocked link very small as a fraction of the incoming flow.   You will need to add a new link and out fall to handle the excess flow from the pipe blockage (Figure 1).   Figure 2.  Inactive Pumps using Facility Manager. Figure 1.  Simulated Pipe Blockage using a Flow Split

InfoSWMM Version 12 Revs Up Modeling Performance With HEC-22 and 64-Bit Support Latest Software Release Supports Faster Time to Design and Lower Analysis Costs Broomfield, Colorado USA,  July 25, 2012  — In its ongoing quest to equip the wastewater industry with the world’s most comprehensive and innovative smart network modeling and management solutions, Innovyze, a leading global innovator of business analytics software and technologies for wet infrastructure, today announced the worldwide availability of the V12 Generation of its industry-leading  InfoSWMM  for ArcGIS (Esri, Redlands, CA).  InfoSWMM  V12 enables engineers to work more efficiently and reliably with very large and complex network models, thanks to improvements in such areas as HEC-22 inlet support, built-in 64-bit simulation, enhanced water quality modeling, and batch run scenario management that will positively impact modeling teams each and every day. The only urban drainage modeling solution certified by the Nation

Subject:   How to Use the H2OMAP SWMM Calibrator for RTK Calibration Step 1.    Initial Guess of the RTK data as the start of the Messy Genetic Algorithm process Step 2. Use Min and Max Bounds of 50 and 150 Respectively and Apply the Solution at each iteration Step 3. Check the Comparison Graph and Correlation Coefficient at Each Step Step 4.  It should take just a few iterations if you have a good estimate of the initial RTK parameters Step 5. Final Values with a Rsquare of 0.96 between Observed and Simulated