North Yellowstone Flooding

Professionally, I have to deal with both. And in many instances I get to tell the engineers to “tell me to build it the way I am telling you, to tell me, how to build it.” And with the surveyors I get to deal with “well XXX at your company likes 5’ OS, so we always just do 5’ for any of your companies projects…”

High level of disdain for both. I need them, but wish I didn’t.

We can do a contractor story… I said a couple posts ago that I don’t do construction work, and generally I don’t.
Two weeks ago, big client who I did a boundary and an ALTA, and a drone topo for, just needed a retaining wall laid out. Since I was already in the area, I said I would do it for them. No more than 15 stakes. Couple hundred foot tangent run, 90° corner, hundred foot tangent run, the end. Requested 5 foot offsets, grade to the top of footing. No problem.
I got a call the other day from their contractor, “the engineer shifted the wall a foot and a half into the propert, can you come re-stake it?“ I ask if the vertical changed. Nope. did the length of the wall change? No. Is it only a horizontal shift? Yep. OK… So can’t you make those 5 foot offsets, 6 1/2 foot offsets and build a damn wall? Oh of course not, because to do that, a contractor would have to have two brain cells to rub together, to generate some friction. And as we know, contractors only have one brain cell, and it’s usually half dead from the cocaine and monster energy drinks.



Anyway, the Yellowstone in Billings is receding quickly.

 
Just got off a meeting with a consultant who's been out collecting data; based on water stages they collected on the Clark's Fork (of the Yellowstone) after the gage washed out, the river experienced approximately the 1000-yr flood. The Yellowstone at Corwin was about the same, and I believe the Stillwater was too. Definitely doesn't mean it's the first time in 1000 years that those flood levels have been reached, but it's still pretty amazing.
 
I don't live in the west but hear about all the drought problems year after year. Will this flooding and excess water replenish some of the reservoirs where water was badly needed and be beneficial later this summer?
 
IMO this was an event that redefines our definition of 100-yr events. I've always thought it odd that we report, map, model 100-yr events on 100 years or less data. That's just not going to give you a reliable gauge.
 
I don't live in the west but hear about all the drought problems year after year. Will this flooding and excess water replenish some of the reservoirs where water was badly needed and be beneficial later this summer?
No dams on the Yellowstone, thankfully.
 
IMO this was an event that redefines our definition of 100-yr events. I've always thought it odd that we report, map, model 100-yr events on 100 years or less data. That's just not going to give you a reliable gauge.

A 100-yr event is more appropriately interpreted as an event that has a 1 in 100 chance of occurring. The 'yr' unit is often included since it helps less-mathy people put recurrence intervals into a more familiar context.

See https://www.usgs.gov/special-topics/water-science-school/science/floods-and-recurrence-intervals
 
A 100-yr event is more appropriately interpreted as an event that has a 1 in 100 chance of occurring. The 'yr' unit is often included since it helps less-mathy people put recurrence intervals into a more familiar context.

See https://www.usgs.gov/special-topics/water-science-school/science/floods-and-recurrence-intervals
yes. I know. But you can't accurately model a 1:100 event based on 40 events or even 100 events. There's too much inherent variability. Though more advanced models that can factor in all the potential variables including gw, sw, precip, veg, roughness, and topography, and snowpack (and all it's variations), can potentially get pretty close. But often the events we commonly know at 100-yr flood events are strictly based on observed flows, which is too simplified, though also often all that's available.

Also, if you think about flows (in this case) as a bell curve, when you get out near the ends it takes very little flow change to jump from say a 1:1,000 event to a 1:1,500 event. I recently updated the design IDF for two dams on irrigation reservoirs from 1:1,500 to 1:30,000. It wasn't a big jump.
 
I don't live in the west but hear about all the drought problems year after year. Will this flooding and excess water replenish some of the reservoirs where water was badly needed and be beneficial later this summer?
Probably be on fire in a few weeks with the way things go these days.
 
I wouldn't want to be the dude by the loader and crane in this video..

Yeah, no thanks. I don’t think that you’d be able to coax me out there
 
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