SWMM56

Subject:    Additional Features in InfoSWMM and H2OMAP SWMM The additional features supply the tools for your modeling or modelling: 1.    Dry Flow Allocation for your Sanitary or Combined Sewer Model 2.    Subcatchment Manager to estimate the impervious, slope, width and area of your Subcatchments, 3.    RDII Analyst to estimate the Infiltration/Inflow into your Sanitary Network, 4.    Calibrator to help calibrate the model data to monitored data 5.    Designer to design new links to prevent flooded or surcharge, 6.    InfoSWMM 2D to link your 1D network to a 2D network 7.    CapPlan for Capacity Analysis and Capital Planning, 8.    Pond Design for Stormwater Ponds 9. Import from InfoSewer and Import/Export from SWMM5 10. Hydraulic Engines for InfoMaster Sewer Contrasting Add On Features for InfoSWMM and H2OMap SWMM InfoSWMM       H2OMAP SWMM      Calibator Calibator...

Hydrology and Floodplain Analysis (5th Edition)  [Hardcover] Philip B. Bedient  (Author),  Wayne C. Huber  (Author),  Baxter E. Vieux  (Author) This text offers a clear and up-to-date presentation of fundamental concepts and design methods required to understand hydrology and floodplain analysis. It addresses the computational emphasis of modern hydrology and provides a balanced approach to important applications in watershed analysis, floodplain computation, flood control, urban hydrology, stormwater design, and computer modeling. This text is perfect for engineers and hydrologists.   The book does have large sections on SWMM 5 and HEC-RAS along with Radar Rainfall and 2D flow modeling. From Amazon 

How Does Horton Infiltration Work in SWMM 5? by  dickinsonre This sketch summarizes what happens in a SWMM 5 Subcatchment for Horton Infiltration during a storm event: 1.         The event starts out with the potential infiltration rate at the maximum infiltration rate but 2.        Decay starts happening right away and the potential infiltration rate starts decreasing until it reaches the minimum infiltration rate (assuming the storm last long enough), 3.        The actual infiltration rate is the minimum of the rainfall rate or the potential infiltration rate, 4.        Using the Huff distributions for rainfall the runoff does not start happening until the rainfall rate exceeds the potential infiltration rate in these models 5.        The runoff ceases after the rainfall rate becomes less than the current potential infiltr...

Innovyze Releases InfoWorks ICM Generation V3.0; Continuing to Set the Standard for Smart Integrated Catchment Modeling HEC-RAS Imports, Advanced Water Quality, Improved Results Analysis, and Performance Enhancements Highlight New Features Broomfield, Colorado USA,  August 21, 2012  — Innovyze, a leading global innovator of wet infrastructure modeling and simulation software and technologies, today announced the release of the V3.0 Generation of InfoWorks ICM , a comprehensive urban drainage modeling solution that enables users to work more efficiently and get the reliable information they need to make better design and operational decisions for optimal performance. Since its release,  InfoWorks ICM  has rapidly become the solution of choice for integrated river, sewer and overland flow modeling among utilities, municipalities, local authorities and their consultants around the world.  InfoWorks ICM  V3.0 incorporates many of the features req...

Fifty Years of Watershed Modeling – Past, Present and Future September 24-26, 2012 Boulder, Colorado On behalf of Engineering Conferences International and the conference chairs,  Anthony S. Donigian, Jr.  (AQUA TERRA Consultants), and Richard Field  (US Environmental Protection Agency/ORD [retired], Michael J. Baker Jr., Inc.), it is my pleasure to extend this invitation to you to participate in  Fifty Years of Watershed Modeling – Past, Present and Future  to be held September 24-26, 2012 at NCAR (National Center for Atmospheric Research – Center Green Campus) in Boulder, Colorado. Continuous Simulation using SWMM 5 LID and Groundwater Features in a Linked 1D/2D Network using InfoSWMM 2D for a 50 Year Period has been accepted for  Poster Presentation  at the forthcoming conference  Fifty Years of Watershed Modeling: Past, Present and Future  to be held September 24-26, 2012 at  National Center for Atmospheric Research (NCAR – Cent...

Subject:   Rules for NRSCS Unit Hydrographs in InfoSWMM Rules for NRSCS Unit Hydrographs in InfoSWMM and H2OMap SWMM by  dickinsonre Subject:   Rules for NRSCS Unit  Hydrographs in InfoSWMM  and H2OMap SWMM Rules or Guidelines for NRSCS Unit Hydrographs if used as the Hydrology Option in InfoSWMM and H2OMAP SWMM: 1.        The Unit Hydrograph CN comes from the Subcatchment Table and the NRCS_CN Column 2.       Time of Concentration is from the TC column in the Subcatchment Table 3.       The Infiltration Model should be from the CN infiltration Model Column in the Subcatchment Database Table 4.       The CN in the Soil Database Table should be the same as the CN in the Subcatchment Database Table 5.     ...

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 Networ...

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

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 highligh...