• 17 Posts
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Joined 1 year ago
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Cake day: June 28th, 2023

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  • I’ve only got a water resources/environmental practice exam that has been passed around a lot. There is a decent amount of rudimentary soil mechanics and foundations, that I actually think is getting removed for that specific exam in the new one. The new structure means it might be a choice of piecemealing old content based on the NCEES topics list, or buying brand new materials.

    I’ll probably be sitting the exam a little under one year from now, so I’m planning on doing the former until early next year, then hopefully my employer will buy some newer materials, or handle a bit of the cost, or maybe a review course at a local uni.

    https://files.catbox.moe/q0lv28.pdf

    https://files.catbox.moe/e7u6ap.pdf

















  • Obviously of note is the plumbed services manifold the Homeowner designed. He must have had a stinking absurd lot of money to throw at the house to start with, because I would have started out just trying to eliminate the need for the services. All electric appliances, roof drains off the side into a skirt of pea gravel at the base of the house, and maybe a holding tank for either water or sewer so that one or the other could be detaching from a “static” house position when the house it turned. That would be nowhere as luxurious and easy as this was (presented to be). Hope someone up to the maintenance purchases it and is a good steward



  • Been using some free time at work to make an inventory of pipeline stream crossings and plan on making it a GIS feature class for regular maintenance. This was inspired by an encased sanitary sewer essentially becoming a low head dam (just eroded, not discharging sewage) in a homeowners back yard and we were unaware until someone called.

    It’s mostly just been tracing the features so far, but I’m thinking about where to take it next. Thinking a good direction to go next will be to use the elevation model to try and find manholes in high slope areas and ditches so they can be identified for monitoring for erosion or I&I.




  • Felt like this compliments the Practical Engineering video from yesterday by showing that RO has its own difficulties beyond the cost and energy usage. I’ve heard about these brine disposal issues, especially for the huge coastal cities. Personally, I am of the mind that municipal water demand, ecology, and fisheries all have higher stakes in coastal water quality than the energy industry (green or not).

    Second to that, I don’t know much about Hydrogen energy, but I had the understanding that electrolysis of water was net negative energy. I’m not sure if that was already counting RO treatment (figure it is cleaner with DI water), but if it wasn’t then that makes it even more of an energy loss. I’m often making the argument that transitional energy, from fossil fuels to renewable, is going to be a mishmash of half-working parts and deviation from the efficiency that we enjoy with a mature fossil fuels industry. I don’t think that’s an excuse to trip over ourselves and do a lot of the same things that oil companies did (destruction of entire ecosystems, getting in the way of the needs of residents, profiting from the results of public capital investment).



  • Brady does a good job breaking down why RO desalination is energetically and operationally much better than traditional distillation. Only thing I didn’t like that much was his discussion of salinity concentrations, as I feel like he built it down by defining what ppt meant relative to percentages, while I think that it being shown to the relative amounts of other dissolved solids like iron and hardness would show that sea water is an order of magnitude more laden with the dissolved solids. To me that is why RO membranes are absolutely miraculous despite the high energy requirements, because they can produce high quality fresh water from differing source water without there being much difference in each treatment process in the end. Running seawater through RO for desalination, versus well water removing hardness and nitrates would mainly differ on the pretreatment to remove suspended solids and then the proportion of reject water to permeate.