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I often title my blogs with a question that I’m very happy to try to answer. “What’s the Capacity of That Pipe?” is not one of those questions. Unless you make some simplifying assumptions such as “The pipe is flowing...

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by Tom Walski

Work on the upcoming AWWA Manual on Energy (M83) is wrapping up, and I’ve been working with Eric Dole, National Water and Energy Practice Lead for Garver, on the pumping chapter. It’s shaping up nicely. One topic that has come...

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by Tom Walski

I’ve read a lot of papers about water loss reduction. Two concepts that show up frequently are Minimum Nighttime Flow (MNF) and District Metered Areas (DMA). DMAs are areas in the distribution system that can be isolated such that all...

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by Tom Walski

First of all, we need to forget about the word “exactly” in the title. When dealing with turbulent flow in water and wastewater systems, there is no theoretically perfect equation for head loss. All turbulent flow head loss equations for...

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by Tom Walski

No, I’m not talking about the water that your utility provides to your house through your facet (in addition to providing you with fire protection in most cases). I’m talking about the water you buy in the form of plastic...

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by Tom Walski

We have made significant improvements to OpenFlows. The introduction of the new 2D solver allows for a more comprehensive analysis of urban flooding models, integrating both 1D and 2D analyses.

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by Julio Issao

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