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OpenFlows | Water Infrastructure
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    • Understanding Constituent Source Types and Constituent patterns

      Jesse Dringoli
      Jesse Dringoli
      Applies To Product(s): WaterGEMS, WaterCAD Version(s): CONNECT Edition, V8i Area: Layout and Data Input Original Author: Scott Kampa, Bentley Technical Support Group Problem Description What is the difference…
      • over 2 years ago
      • OpenFlows | Water Infrastructure
      • OpenFlows | Water Infrastructure Wiki
    • RE: Age ( maximum) and Travel Time

      Akshaya Niraula
      Akshaya Niraula
      That's a very good question and most of the time you will find a very good explanation in Water Quality books. So, I encourage you to go through some of the books to fully understand the nature. Here's what I generally do for reporting Water Quality results…
      • over 9 years ago
      • OpenFlows | Water Infrastructure
      • OpenFlows | Water Infrastructure Forum
    • DBP Formation Modeling

      Adam Hogan
      Adam Hogan
      I am trying to model DBP (TTHM & HAA5) formation in WaterCAD. I've added both as constituents, and I've got lab results that I can use to estimate the reaction coefficient and max. concentration level to input into WaterCAD. Are there standard diffisuvity…
      • Answered
      • over 9 years ago
      • OpenFlows | Water Infrastructure
      • OpenFlows | Water Infrastructure Forum
    • Re: WaterCAD - concentration logic?

      Martin Pflanz, P.E.
      Martin Pflanz, P.E.
      Its great to see the Water Software being used for these advanced purposes. It sounds like you have done quite a bit of fiel calibration work with you model. Here are a few suggestions that may help - If you provide the model with a growth rate…
      • over 14 years ago
      • OpenFlows | Water Infrastructure
      • OpenFlows | Water Infrastructure Forum
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