SWMM56

Mini Slide Show for #SWMMLive which reads I#nfoSWMM files in a @innovyze #ICM GUI pic.twitter.com/R6D7zVChQQ — Robert E Dickinson (@RDickinson) June 25, 2014

Press Room  |  Products  |  News  |  Events  |  The Company   Launceston City Council Selects Innovyze Smart Real-Time Modeling, Forecasting and Risk Assessment Solutions InfoWorks ICM, ICMLive and ICM RiskMaster to Assist in Implementing Powerful Real-Time Risk-Based Flood Management Policies Broomfield, Colorado, USA,  June 24, 2014  —  Innovyze, a leading global innovator of business analytics software and technologies for smart wet infrastructure, today announced that Launceston City Council, Australia, has selected  InfoWorks ICM ,  ICMLive  and  ICM RiskMaster , the industry’s leading operational forecasting, modeling and risk-based management solutions for urban and rural drainage systems, for its flood risk management program. The purchase will help Launceston to harness the power of real-time data, scenario planning and predictive modeling to develop a real-time planning framework for making the most effective decisions on flood risk management and alleviation strategies. Josh

One of the advantages of the three Run options in InfoSewer (Bullet 1 in the image) which are Steady Sate, Design and Extended Period or EPS Modeling is that you can use Peaking Flow Factors for the Steady State Loading Manholes (Bullet 2 in the image).  Unfortunately, you cannot use Peaking Factors for EPS simulations which is often a modeling issue.  However, you can copy the Total Flow for each node in the Steady State Output Report and use this Total Flow as an EPS "other" loading (Bullet 3 in the image).  In an EPS Simulation you can use the Advanced Force Main Modeling option and automatically have flow splits for Force Mains and model more complicated Force Main configurations.  If you just simulate the EPS for one hour then you have a quasi steady state simulation with Total Flow (Unpeakable + Peakable) and the Advanced Force Main Solution. A list of steps you need to take to use the Peak Flow from a Steady State Run in an EPS Simulation include 1.       Use Peaking F

Press Room  |  Products  |  News  |  Events  |  The Company   Innovyze Releases IWLive Generation V5.0, Extending Real-Time Modeling, Operation and Security Capabilities for Smart Water Networks Latest Version offers Telemetry Triggered Projection Runs, Enhanced System Validation, Enriched Map Display and Expanded Usability Options Broomfield, Colorado, USA,  June 17, 2014  —  Innovyze, a leading global innovator of business analytics software and technologies for smart wet infrastructure, today announced the worldwide release of Generation V5.0 of  IWLive , a major new version of its industry-leading real-time water network modeling solution. Featuring significant new and extended capabilities driven by input from Innovyze customers, the new release reinforces Innovyze’s commitment to offering proven, best-of-class solutions to address the business drivers for smart water grids today and  tomorrow . A complete real-time network hydraulic and water quality modeling, monitoring, forecas

World Cup starts tomorrow. Who is your team? #InnovyzeFootball — Innovyze (@Innovyze) June 11, 2014

How to make a smaller model out of your larger InfoSWMM or H2OMap SWMM network:        Make a domain and then an active facility from the domain for your larger network        Export the Active Newtork in the current scenario to SWMM 5        Import the smaller model from SWMM 5 into a different InfoSWMM model        You now have a smaller model in InfoSWMM or H2OMap SWMM. Steps to Make a Smaller Model from an InfoSWMM or H2OMap SWMM Model

Press Room  |  Products  |  News  |  Events  |  The Company   Innovyze Introduces Infinity System for Comprehensive Management, Analysis and Modeling of Real-Time Data and Events Revolutionary Smart Water Solution Provides Critical High-Impact Water Infrastructure Operations and Performance Insights Through a Simple Web-based Interface Broomfield, Colorado, USA,  June 10, 2014  —  Representing a new paradigm for smart water network operations and management, Innovyze, a leading global innovator of business analytics software and technologies for smart wet infrastructure, today announced the release of  Infinity System . Combining a powerful server-side database for the collection and storage of time-series data and comprehensive data modeling with high-performance analytics,  Infinity System  enables control room operators, engineers and planners to continuously drive innovation and make the best possible decisions about their water, wastewater, stormwater, river and combined networks.

If This Then That IfThisThenThat is an actual webite   https://ifttt.com   and allows you much control over gmail, linkedin, twitter, blogspot and wordpress.  It even has rain gauge IFTTT recipes. Netatmo Rain Gauge lands with #IFTTT support (and eBay too) http://t.co/304ZDoskr3 pic.twitter.com/SR3pj5VPZR — SlashGear (@slashgear) May 22, 2014

d/D, q/Q for a Link in SWMM 5, InfoSWMM and H2oMap SWMM How do we look at the various measures of "fullness" in a pipe of link in SWMM 5?  Here we look at some graphs from InfoSWMM. d/D is the pipe depth over the full depth of the link q/Q is the current link flow over Qfull for the link (Q full is the full flow of a link based on Manning's equation)  This Qfull is based on the bed slope of the link.   You can have a q/Q or q/Qfull greater than 1 if the water surface slope is greater than the bed slope of a link.  This is especially true for flat links where SWMM 5 has a minimum slope of 0.001 The image shown below shoes that at the peak flow in the links is greater than 1 even though the pipe is not full (d/D less than 1) for this model of flat slopes.  Qfull is a comparison metric and not the result of the simulation.   d/D, q/Q for a Link in SWMM 5, InfoSWMM and H2oMap SWMM

Clouds and Water in NYC via @Boonsri # nyc pic.twitter.com/IaVCAe1k75 # clouds pic.twitter.com/KxXQgs9Zcw # bk bridge pic.twitter.com/xhtq7bdfbP