This Spillway Failed On Purpose
Practical Engineering
0:01 Hurricane Helene was one of the more
0:04 unusual tropical storms to hit the United States.
0:07 In late September 2024,
0:08 it made landfall on the gulf coast of Florida as a Category 4 hurricane.
0:13 We’re used to seeing storm damage on the coast from hurricanes,
0:17 but this time the worst damage was hundreds of miles inland.
0:21 As Helene tracked northward across the Appalachian Mountains,
0:24 it dropped a deluge of rainfall, swelling rivers,
0:28 destroying buildings, washing away bridges,
0:31 and ultimately causing more than 250 deaths in the US.
0:35 Places normally immune to tropical storms faced
0:38 flooding worse than anything in recorded history,
0:41 with some areas receiving more than
0:43 three feet (or 900 millimeters) of precipitation.
0:46 The worst of the rain was in a narrow
0:50 band centered roughly on Asheville, North Carolina.
0:52 Asheville’s primary source of water is
0:54 the North Fork Reservoir northeast of the city.
0:57 Built in the early 1950s,
0:59 North Fork Dam impounds a relatively pristine portion of the Swananoa River.
1:04 After some earlier major floods and six decades of service life,
1:08 the dam was starting to show its age,
1:11 so the City of Asheville embarked on a major rehabilitation project.
1:15 The project included a new auxiliary spillway to help manage
1:19 floods and make the dam safer under newer state regulations.
1:22 It was finished in October 2021, and three years later,
1:27 nearly to the day, Hurricane Helene hit the region.
1:30 When it did, a part of that brand new spillway blew out,
1:35 tumbling down the chute, unleashing a torrent of reservoir water downstream.
1:39 In other words, it worked exactly like it was designed.
1:43 I’m Grady, and this is Practical Engineering.
1:55 Nearly every dam has a spillway for a pretty simple reason:
1:59 every once in a while, a big storm comes along.
2:02 In most cases, it doesn’t make sense to build
2:04 a dam tall enough to absorb a once-in-a-lifetime flood,
2:08 and then keep that storage volume empty until one comes.
2:12 It’s not a good use of resources.
2:15 Even dams designed explicitly for flood control
2:17 that intentionally keep some or all of the reservoir
2:21 empty in anticipation of heavy rain usually aren’t
2:24 intended to store the largest of floods entirely.
2:27 Instead, we use spillways to discharge that water in a safe and controlled
2:32 way so that it doesn’t overtop the dam or cause damage to the structure.
2:36 I’ve done a bunch of videos about spillways
2:38 if you want to learn more after this.
2:40 One of the most fundamental decisions when it comes
2:43 to designing a spillway is whether to include gates.
2:46 The vast majority of dams around the world use uncontrolled spillways,
2:50 meaning there’s no way to make adjustments in real time.
2:53 Usually, some kind of weir sets the elevation
2:56 where the spillway engages and water naturally flows through.
3:00 Depending on the configuration of the dam and the type of spillway,
3:03 this might be the normal water level where the reservoir sits when it’s full.
3:08 Other dams have auxiliary spillways that don’t engage until a higher level.
3:12 In either case, once the water reaches the crest of the weir, it flows over.
3:16 A chute controls and directs the flow down,
3:19 and often a special pool or structure called
3:22 a stilling basin helps dissipate the energy in the water,
3:25 making it less erosive as it transitions into a natural channel downstream.
3:30 Most spillways are designed according to a simulated
3:33 extreme storm called the design flood.
3:35 In many cases, it’s the Probable Maximum Flood,
3:39 essentially the most extreme inflow that we think is meteorologically possible.
3:43 The flow through a spillway is proportional both
3:46 to its width and the height of the water, called the “head” by engineers.
3:50 So there are some tradeoffs here.
3:52 For a given design flood,
3:54 a smaller spillway means the reservoir is going to rise
3:57 higher as the water builds up waiting to get out.
4:00 This difference between the reservoir’s normal operating level and the maximum
4:04 level during the design storm is called the flood surcharge storage.
4:08 So, on top of the height you need to store the normal water in the reservoir,
4:13 you also need extra height up to the top of the surcharge storage,
4:17 plus usually some additional margin for waves.
4:19 If you widen the spillway, you can get more water out quickly,
4:24 decreasing the height of the surcharge pool
4:26 and reducing the need for a taller dam.
4:29 Smaller spillway, taller dam.
4:30 Wider spillway, smaller dam.
4:32 Both have costs, so it’s an engineering balancing act.
4:36 But with an uncontrolled spillway, there’s no human intervention needed at all.
4:41 The spillway discharges water when the reservoir
4:44 reaches a certain elevation, and that’s it.
4:46 There’s a fixed relationship between the reservoir level and the discharge rate,
4:51 called the spillway’s rating curve.
4:53 But sometimes you need more flexibility than that.
4:56 Adding gates doesn’t increase the width of a spillway,
4:58 but it can change that second part of the equation: the head.
5:02 And it really only makes sense for reservoirs
5:04 designed to hold a permanent pool of water,
5:07 usually for irrigation or water supply.
5:10 Obviously, with an uncontrolled spillway,
5:12 you have to choose a crest height above the level
5:15 of that permanent pool or you would just lose all your water.
5:18 You can only use the height above
5:21 the crest to drive that water through the spillway.
5:24 Not true if you have gates.
5:25 Opening a gate instantly gets you a lot more head above the spillway crest,
5:30 providing greater flow.
5:31 That means, for a given design storm, a gated structure can be a lot narrower.
5:36 You don’t need to rely on width to get the water out.
5:39 Of course, the gates are an added expense,
5:41 but there are situations where that cost is
5:44 offset by the reduced width of the spillway.
5:46 Plus you have a lot more flexibility.
5:49 Discharge is no longer fixed to the level of the reservoir.
5:52 You can adjust releases based on season
5:55 or downstream conditions or even forecasted inflows, providing greater control.
6:00 Those gates don’t only add to a project’s overall cost;
6:03 they also add to the complexity.
6:05 You have moving parts, which means more wear and tear and more maintenance.
6:10 Gates rely on hoists or hydraulics, seals, gearboxes,
6:14 and other specialized equipment where knowledge
6:16 and replacement parts aren’t always readily available.
6:19 The other thing is: they need someone to open them when a storm comes.
6:23 There are plenty of spillways equipped with some level of automation,
6:27 but in general you want a real human brain in the decision tree.
6:31 Remember that spillways are a critical safety feature of a dam.
6:35 The whole purpose is to protect the structure
6:37 so it doesn’t breach during a flood,
6:39 the consequences of which can be catastrophic.
6:41 On the other side of that coin,
6:44 opening floodgates can be dangerous to people and property downstream.
6:48 Dams with gated spillways usually have elaborate
6:50 systems to warn people when making releases, including lights, sirens,
6:55 and sometimes even emergency alerts sent to cell phones.
6:58 A gate opening when it shouldn’t can be almost
7:01 as bad as one not opening when it should have.
7:04 There are risks on both sides.
7:06 That means nearly all gated spillways require someone to be
7:10 on call 24/7/365 to make sure operations go to plan.
7:15 It means checking the weather forecasts every day,
7:19 testing gates regularly to make sure they stay operable,
7:22 and having staff available mornings, nights, weekends,
7:25 and holidays in case of a storm.
7:28 It is a major obligation, especially when you consider the decades
7:32 or centuries-long lifetimes of these structures.
7:35 There cannot be a single day when someone isn’t available to handle a flood.
7:41 For large organizations,
7:42 like federal agencies or water districts, it’s definitely doable.
7:45 Most of the largest dams in the world have gated
7:49 spillways with whole teams of staff dedicated to their operation.
7:53 But it’s still a challenge, especially for small owners like cities.
7:57 So there is another option,
7:58 kind of in between controlled and uncontrolled spillways,
8:02 and its use is growing worldwide.
8:05 Behold, a fuse plug spillway.
8:09 Let me put some water in this flume and show you how
8:12 this works… You can see water builds up on the upstream side,
8:15 but none is released yet.
8:17 As soon as the water rises above the plug, things happen pretty quickly.
8:22 The overtopping water erodes the fuse plug down,
8:25 quickly washing it away and opening up a much larger area for the water to flow.
8:31 It’s basically a floodgate made of dirt.
8:33 Obviously, in my little demo, there’s not really a reservoir,
8:36 so the water level drops pretty quickly back down.
8:39 But you can imagine if there was a larger volume of water to release,
8:43 the difference in flow rate before and after
8:45 the fuse plug washed out would be pretty dramatic.
8:48 It’s funny because this is exactly what you
8:51 don’t want to happen at an embankment dam.
8:53 Overtopping is basically a worst-case scenario precisely because of how
8:58 that erosion can cut through an embankment so quickly.
9:01 But that erosive force can be used in a beneficial way on a spillway.
9:05 It’s a little crude, but the advantages are obvious.
9:08 You don’t need a person on site to operate gates, and there are no moving parts.
9:13 Plus, maintenance for an earthen structure is
9:16 a lot simpler than for mechanical and electrical components.
9:20 Just like an electrical fuse is a small section
9:23 of wire that fails before the main wiring fails,
9:26 the fuse gate is like a mini-dam that fails before the big dam is at risk.
9:31 Of course, this takes some pretty careful engineering.
9:34 The materials you use for a fuse plug have to be
9:37 both sufficiently durable- able to consistently
9:40 hold water back for non-overtopping
9:43 reservoir levels- but also relatively erodible so that they will wash
9:47 out in a predictable and controlled way when called upon to function.
9:51 Usually, this means a zoned embankment,
9:54 where part of the structure is pre-weakened using erodible materials like sands,
9:59 silts, or fine gravel.
10:00 Many fuse plugs include a pilot channel
10:02 or notch to give the erosion a head start.
10:05 So you tune both the materials and the geometry
10:08 of the fuse plug so it performs as intended.
10:11 And these are used in quite a few dams.
10:13 One of the most famous examples is at Warragamba Dam
10:16 in Australia that provides the primary source of water for Sydney.
10:20 You can see that the service spillway in the center
10:23 of the dam still uses gates to control more frequent, lower magnitude floods.
10:27 But each bay of the auxiliary spillway is equipped
10:30 with a fuse plug of earth and rock fill.
10:33 The crests of each plug are staged so they don’t all wash away at the same time.
10:38 As the reservoir gets closer and closer to the top of the dam,
10:41 more of the bays will open up
10:44 to increase the discharge capacity of the spillway.
10:47 But these structures aren’t foolproof.
10:49 In 2003, the fuse plug spillway failed at Silver Lake Basin,
10:53 a reservoir in a remote part of Michigan’s Upper Peninsula.
10:56 No one was hurt, but the event prompted the evacuation of nearly 2000 residents.
11:01 Bridges were washed out,
11:03 and the failure inflicted millions of dollars of damage to the areas downstream.
11:08 When the fuse plug overtopped,
11:10 it eroded down as designed, but the erosion didn’t stop.
11:14 The foundation soil was just as erodible, if not more, than the fuse plug,
11:19 and water continued to cut downward until most of the lake had drained out.
11:23 It’s a good case study in why engineers only
11:26 use soil erosion as a failsafe measure in limited situations.
11:30 It’s hard to predict and hard to control.
11:33 So there’s a similar solution to this kind
11:36 of fusible spillway that avoids it altogether.
11:39 I’ve removed the fuse plug in my demo
11:42 and replaced it with something a little more elaborate.
11:46 I mounted a sliding bracket on the side of the flume now.
11:49 On one side is a float, and on the other is a little arm.
11:52 And I have a crest gate mounted to the bottom.
11:54 Let me get this set up and turn on the water.
11:57 You can see just like the fuse plug,
11:59 this holds back the water when the reservoir comes up.
12:02 And actually, this gate can allow water over the top as it gets higher.
12:06 But at a certain point, my mechanism slides up (pushed by the float),
12:10 and the arm clears the top of the gate.
12:13 When it does, the gate folds down,
12:15 quickly opening up the spillway for a lot more flow.
12:19 This has a major benefit over fuse plugs
12:21 in that it can release some water before it fully opens.
12:24 The gate basically acts like an uncontrolled spillway
12:27 until the reservoir reaches the literal tipping point.
12:30 It’s not an all-or-nothing thing like the fuse plug.
12:33 The other benefit here is control.
12:36 I can adjust the float or the arm
12:38 to change the exact point when this gate opens,
12:41 unlike an erodible structure that has some inherent uncertainty around
12:45 the amount and the duration of flow required to wash it out.
12:48 But you might be thinking: “Grady, this is a mechanical system with a sliding
12:53 bearing and moving parts.” And you’d be exactly right.
12:56 You’re not likely to find a system exactly like this installed on a dam.
13:00 It’s not even that reliable in my model,
13:03 to be honest, so I wouldn’t trust it at full scale.
13:06 I’m just using it to show the fundamental
13:08 advantages because all of the fusible concrete spillways
13:11 that I know of around the world use
13:13 a proprietary system called Fusegates developed by the company, Hydroplus.
13:17 I didn’t want to step on any of their patents by building a model in my garage,
13:23 but the way they work is pretty clever.
13:25 Fusegates are concrete structures set on top
13:28 of a platform with a chamber built into the bottom.
13:31 An inlet connects the chamber to a prescribed elevation above the gate.
13:36 When the reservoir reaches that target elevation, water flows into the chamber,
13:40 pressurizing it just enough that the gate loses stability and tips downstream.
13:45 The benefits are the same as my demo: namely,
13:49 that you can discharge water before the gate washes out,
13:53 and the precise control you get over when the gate tips.
13:56 A lot of dams around the world have been equipped with Fusegates.
14:00 In the US, a few high-profile projects include
14:03 (of course) the North Fork Dam in Asheville, Canton Dam in Oklahoma,
14:08 and Terminus Dam that holds back Lake Kaweah in California.
14:13 One important application of both fuse plugs and Fusegates
14:17 is extending the life of an existing reservoir.
14:20 I’ve talked about sedimentation in a previous video,
14:23 where a reservoir gradually loses storage as it
14:26 fills up with silt and sand transported from upstream.
14:29 There are no easy fixes, and there are plenty of cases where dams have to be
14:34 decommissioned or removed because they just don’t have enough storage anymore.
14:38 For dams that use uncontrolled spillways,
14:40 the volume typically reserved for flood surcharge above
14:44 the spillway crest is kind of an untapped resource.
14:47 So, there are projects where a fuse plug or similar-type spillway is
14:52 retrofitted onto an existing dam to gain
14:55 more storage without sacrificing spillway capacity.
14:58 In some cases, this can save millions of dollars associated
15:02 with decommissioning a dam and developing an alternative source of water.
15:06 But there are some downsides too.
15:08 When a fuse plug or tipping spillway activates,
15:11 it’s a major endeavor to put it back.
15:14 Unlike a gate that you just close after the flood is over,
15:17 replacing a fusible spillway is a construction project,
15:20 which brings along all kinds of complications, like hiring an engineer,
15:25 procuring a contractor, significant expenses, and a lot of time.
15:28 The time is important because, until it’s replaced,
15:31 you’ve lost a lot of storage in your reservoir.
15:35 The other disadvantage to these systems is also
15:38 what makes them useful in the first place: there’s no human control.
15:42 It does make them safer;
15:43 it also means that there may be little warning when they activate.
15:49 In places with a lot of development downstream, that’s a big deal,
15:53 because dramatic and sudden increases in water levels are dangerous.
15:57 That’s why these systems usually break up the fusible
16:00 structures into stages that give way at different reservoir levels,
16:04 smoothing out the changes in flow as a flood passes through.
16:08 But even then, it can still cause problems.
16:11 North Carolina came face-to-face with the issue
16:13 when Hurricane Helene hit in 2024.
16:16 A major impetus for the new auxiliary spillway
16:18 at North Fork Dam was a previous storm, Hurricane Frances.
16:22 Flows through the old spillways washed out key pipelines that carry
16:26 water from the treatment plant at the dam into Asheville.
16:29 In response, the city built a new
16:32 bypass line to provide redundancy against failures.
16:34 When Hurricane Helene hit and tipped one
16:37 of the Fusegates at the auxiliary spillway,
16:39 the surge eroded the channel downstream,
16:42 taking out not just the original transmission lines but the bypass line too.
16:47 So, somewhat ironically,
16:48 the flood left major parts of the city without water for weeks.
16:53 The water crisis in Asheville was just one
16:55 of the problems caused by Hurricane Helene along its path.
16:59 But I think it’s important to recognize the tragedies that didn’t happen too,
17:03 one of those being that North Fork Dam was never in any danger of breaching.
17:08 Despite the incredible rainfall,
17:09 and despite the fact that there was no way to control releases,
17:14 the flood passed through exactly as designed.
17:16 The fusible spillway tipped just when it was
17:19 supposed to, allowing more discharge during an extreme event,
17:23 and no one had to be there to push a button.
17:27 You may have noticed that this funny little bracket I made to automatically
17:32 release my floodgate is a little
17:34 more professional-looking than most of my demos.
17:37 That’s because I didn’t fabricate it myself.
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