Testing the strength of heavy duty caving belts

A Method of Testing the Strength of Heavy Duty Caving Belts

The aim of this little test was to establish a method to test the strength of heavy duty caving belts that did not rely on having access to a load cell. I hoped to produce a simple system that needed very little equipment and that would deliver a test load to a belt that exceeded the minimum strength requirement for its use.

What strength does a belt need to be?

Well, this one is a potential can of worms…. Let’s be clear, the manufacturers do not condone the use of their heavy duty belts for taking any load at all. There is a historical use in cave and mine exploration that involves using the belt for the purpose of slip prevention and security on steep ground. If you were intending to use it for this purpose, you’d need to be sure that the belt was strong enough for that, something that the manufacturers will not say.
We take the figure for a heavy person with kit that is used for some load ratings on PPE equipment: 120kg.
If a caver has a short lanyard which they climb above, ignoring all stretch or slack in a system, we will assume a possible fall of 1 metre onto the belt. The person will then be travelling 9.81 m/s (acceleration due to gravity).

velocity = √ (distance x gravity x 2)

v = √ (1 x 9.81 x 2)
v = 4.43 m/s

Kinetic energy = (v²m)/2

Ke =  (4.43² x 120)/2
Ke = 117.72 J

Impact force = Kinetic energy / Impact distance

iF = 117.72 / 0.1 (arbitrary minimum for complete stop)
iF = 1177.2 N

Impact Force = 1.177 kN


Force = Mass x Acceleration

F = 120 x 9.81
F = 1177.2 N / 1.177kN

So a 1m drop of a 120kg caver onto a belt, not taking into account any stretch or bounce, produces a force of nearly 1.2kN.

Apply to this any safety factor you wish. Worse case? Twice the force falling onto half the strength of kit due to wear and age: 2 x 1.2kN = 2.4kN force will need to be held for a worst case fall and we halve the strength for old, worn or wet kit so 2 x 2.4kN = 4.8kN.

So as long as we can apply a test force of 4.8kN or more to the belt, we can be assured that the item can hold the greatest possible force we can apply to it even if not in new condition. The only remaining factor of concern is that would applying this force in test render the belt unsafe to use again, in essence, are these tests destructive? Only 1 way find out…..

You could easily argue that this figure is seriously overkill for a belt so you should undertake your own discussion as to the correct safety factor to apply and then make sure you test to that, e.g. 2.4kN using 2 or 3 people on the 3:1 MA system.


Using 1 very large Corsican Pine and a good sized Birch tree, we set up a pull testing rig with a simple 3:1 theoretical configuration. I used a Rock Exotica load cell to get live feedback on the testing here but if you copy the method, you would not need to use one.

For the estimation of test force we regarded each person capable of pulling 50kg (see Gethin Thomas’ work on tyroleans). Through a theoretical 3:1 MA system that would be 150kg per person. With 5 undertaking the pull reaching 750kg and 6 equalling 900kg or approximately 7.5kn and 9kN respectively.

Kit used (minus load cell): Petzl rescue pulley, Petzl Basic jammer, Petzl Partner pulley, Lyon wire sling for tree, assorted karabiners, 20m rope.

Due to the force expected to be placed on the rope, I did not anticipate that I would be able to untie the end knot (fig 8 loop). This was accurate and the knot had to be cut from the rope end. Bare this in mind with your own rope!

We also used a Petzl Rollclip to redirect the angle of pull to make it easier to stand on the tarmac of the road alongside the trees.

Initially we had 5 people pulling the first test on a Lyon roller-buckle belt (brand new).
This produced a force of 5.9kN with no damage or slippage. This is lower than expected but there was a lot of tightening in the knot and stretch in the rope coupled with a general timidness of the pulling team.

The remaining tests used 6 people to pull. This one was conducted on my 10 year old Caving Supplies square buckle belt (already retired). This belt has nicks, fluff and rust  and comfortably took a force of 7.74kN showing no damage or slippage. Next came my current AV belt, with it’s central maillon removed and directly attached to the pull line. This belt held 7.7kN without failure or slippage.Finally, the pulling team seemed at their most confident that nothing was going to break and send shards of metal and wood at them so they really gave the last belt some pain. This Warmbac square buckle belt was subjected to 8.64kN with no damage or slippage noted at the time.It is not surprising that the force exerted by the pulling team was less than the theoretical 3:1 system implied. In practice with the loss of friction due to bearings and turns in the rope a 2.5:1 is a more real world figure and so our 5 x 50kg pulling average adults could be expected to make 500kg/5kN using this system. Add a 6th person if the ground is poor or your team are small!


Using a system like the one shown here, with 5 people pulling at average strengths, you can apply a force greater than 4.8kN to your test belt.

Once the test is complete you should thoroughly examine the belt to see if any damage or slippage has occurred. Any that do show signs of damage should be retired. Any slippage may be down to the buckle tightening down so consider testing again. If a belt has taken the test load and shows no damage or deformity then you can be comfortably sure that the belt will be fit for its intended use.

Final inspection of belts:
Lyon roller buckle                                5.9kN            No damage, continuing to use.
Caving Supplies square buckle           7.74kN          No damage, already retired.
AV maillon closed harness buckle       7.7kN            No damage, continuing to use.
Warmbac square buckle                      8.64kN          No damage, slight curvature to webbing now when hung vertically which indicates over stretching or broken fibres down one side. Retired from service.

As a side note, I maintain that the Caving Supplies belts are the tanks of the heavy duty caving belt world and, if kept very clean, will ultimately outperform every other type or brand available. I think this test shows that well as the CS belt had at least 5 more years of abuse over the other belts. I will dispose of the Warmbac belt just in case but don’t tend to use these anyway, but that’s another blog post!

Removing Sleeve Anchors (SPITS etc…)

I guess this post is a bit of a continuation from the blog post I did about pull testing SPIT type anchors in 2015. Sorry it has taken me so long to get round to doing this!
The original post can be seen here: http://www.peakinstruction.com/blog/pulling-spit-anchors-back-garden-test/.

One of the points of that testing was to ascertain if the sleeve anchors could be removed from the rock in a cave or mine to either de-clutter the wall or allow a resin anchor to be placed in the same location. This is important from a conservation point of view, these sleeve anchors are a bolt rash on the walls of our caves and once stripped of threads, are there forever…. or so I thought.

Jump ahead to now. Simon Wilson has developed the IC Resin Anchor in the Dales and his website has expanded to become a good resource of information relating to the installation and removal of anchors. Most relevant here is the method that he uses to remove old sleeve anchors, one which I am shamelessly copying here in an effort to spread the knowledge and encourage the tidying up of pitch heads. Simon’s site is here: http://www.resinanchor.co.uk/5.html.

I started with the original block of Stoney Dale limestone used for the original testing in 2015.






Method used:

  1. If required, dress the rock near your anchor sleeve with a chisel to create a flat area for drilling.
  2. Drill a 6 or 7mm hole immediately next to the anchor sleeve.
  3. Drill a second hole parallel to and as close to the first as possible.
  4. Bore out into a slot using an old drill bit and some wiggling.
  5. Tap the anchor sleeve into the slot using a cold chisel or old screwdriver.
  6. Remove the anchor from the hole. This may well need some jiggling about or a bit of extra chiselling. If possible, screw a bolt into the sleeve to aid extraction.
  7. Fill hole with resin or drill out for the installation of a new resin anchor.

Shown with a SPIT 12mm self drilling anchor:


















SPIT 12mm self drilling anchor that had sheared off in a previous test:

















Another SPIT 12mm self drilling anchor that had sheared off in a previous test:












This removal method works well once you’ve had a little practice and was far less destructive or time consuming than pulling the anchors out with the HAT-28. I also used the same method successfully to remove 10mm lipped sleeve anchors as well (HKD / drop-ins etc…) although have no photos.
As I was drilling so close to the sleeves, occasionally hitting them, this was very hard on drill bits. I melted the head off my cheap 7mm half way through and swapped to the 6mm bit. I’ve just ordered some quad tipped bits from Hilti in the hope that they are tougher. I’ve only ever destroyed one of them in the tough welsh rhyolite of Parc mine.

The remaining triangular hole can then be cleaned out and filled in using an expired resin cartridge with some limestone dust thrown on. It won’t disappear 100% but will be a huge improvement over the old rusty sleeve.
If you plan on re-using the hole for a new anchor, try to position your slot to the intended orientation of the head of a ‘P’ style resin anchor. Once the anchor is placed, make sure the whole hole is filled with resin leaving no voids. You can’t use the SPIT resin vials for this job as they have a set quantity of contents, you will need to have a resin cartridge gun to fill the irregular hole properly.

I hope to begin removing some of the decades of old sleeve anchors in sites now resin bolted and potentially earn some karma points back for anchors of this type that I myself have placed in the past prior to my ‘enlightenment’.

Thanks for reading.

Coiling Caving Ladders

Caving ladders are an integral part of the LCMLA Level 2 award. Being practiced with a ladder not only saves time but lots of faff. It can be hard to pack loosely coiled ladders into tackle bags, meaning they get dragged and thrown about the cave, something that no kit really deserves. Practice coiling your ladders and look well polished on your assessment and in front of your clients.

Struggling with ladder coiling? Collar me for a face to face demo or contact me.

LCMLA Level 2 – Dec 2015

The North Wales panel of the Local Cave & Mine Leader Award scheme has just run a block of courses based out of Oaklands OEC near Llanwrst. I am a member of the N Wales panel and I will be working alongside other T/A’s as I move towards completing my assessor apprenticeship. The centre was host to 2 full LCMLA Level 1 Mine training courses and a full Level 2. There were also a number of people on mine to cave transfers and 1 person on a 3rd day of cave training.
I worked alongside Nige Atkins CIC, one of the UK’s most experienced trainers and it was a pleasure to absorb his knowledge. We ran day 1 from Oaklands OEC, in their annex building, where there was a small but amply equipped training wall. This venue is a perfect base for LCMLA courses and technical training. Day 2 started with an introduction to tyrolean traverse rigging and then it was off to a local mine to put it all into practice.

LCMLA L2T Dec15 (1)

We set a 40m floating SRT line for longer spells of practice on the rope.

LCMLA L2T Dec15 (2)

Course members and Nige taking a break.

LCMLA L2T Dec15 (4)

Alun contemplating knots.

LCMLA L2T Dec15 (6)

The first day was a relaxed, candidate-led workshop environment where we managed to cover a huge amount without needing to follow a rigid plan. The candidates were a great bunch and it was nice to have a mix of other outdoor qualifications in the room.

If you are interested in becoming a BCA cave leader award holder then the first stop for you should be the BCA Training web pages. You need to register for the LCMLA scheme before Level 1 training and this registration will take you through the whole LCMLA scheme.
BCA Training Website

Pulling SPIT anchors – Back garden test

This week I thought I’d embark on a little back garden test of some brand new SPIT self driving anchors and some SPIT Grip 10mm sleeve anchors. Both take a normal M8 bolt and hanger and can be found in caves and mines across the UK. The Grip sleeves are placed with a drill and only require a 10mm hole, the caving SPIT sleeves can be placed with a hand driver or drill/driver combination in a 12mm hole. Recently there have been discussions about potentially removing superfluous spits in some committees. The idea being that any old ones could now be removed where resin bolts are installed nearby.

I made a quick trip to the Hitch N Hike emporium of shiny things and located a lump of suitably good limestone to transport to the back garden. I set a number of each SPIT anchors into the limestone using the standard installation method for each. For testing I used my freshly calibrated Hilti HAT-28 unit attached directly into the sleeves via a hardened M8 bolt.


Bolt 1, 12mm:
This didn’t make it as far as the testing. Unknown weaknesses in the boulder cracked open as I was hammering the bolt home and the placement failed. Annoying but it does serve to highlight the issues of using any expansion anchor, especially shallow ones like these. Another tick in the ‘for’ column for resin bolts.


Bolt 2, 12mm:
A normal placement in a better part of the rock. I tested this by adding force in 4kN increments until 15kN was reached and the bolt started to slowly extract from the hole. Every time the force increased beyond 15kN the bolt pulled a little further out until it ultimately was removed intact from the rock at a little over 15kN.

Bolt 3, 12mm:
A normal placement as with Bolt 2 in good rock. Force was applied in the same way as before up until about 18kN when a small cracking noise was heard. I very gently increased the load expecting the cracking might be the limestone surface under the metal legs of the puller. At 19kN the bolt let out a loud crack and the tester jumped free of the block. “Great” I thought, it pulled out. Nope. The SPIT sleeve sheared about 15mm from the top, the remainder remaining set in the limestone block.


This was a first for me and I came to a couple of possible conclusions.
1: The sleeve was defective and the break was a freak occurrence.
2: The bolt I used was not screwed far enough into the sleeve and as such mainly applied force to the top section of the sleeve.

Bolt 4, 10mm:
This anchor came out very quickly. The bolt was extracted intact at 5kN. On later inspection the internal cone had not been driven to the full depth, perhaps 6mm short of the end of the sleeve. I suspect this made for a poor expansion in the hole and hence low removal force was required.

Bolt 5, 12mm:
As for Bolt 3, this sheared in the hole, leaving over half its length still in the placement. It sheared at 20kN. I suspect that a longer bolt would give a different result for this type of test. The bolt used was tightened to the same depth as a standard hanger plate attachment would have been when in normal use. The next test would use a longer bolt.

Bolt 6, 12mm:
A longer bolt was used to test this placement. The bolt was screwed in until fully inside the sleeve but not tightened as I did not want to begin to force the cone out the back.
This test did not result in bolt failure. The sleeve was extracted 1mm from the rock as the force reached 18kN and at 20kN was still holding strong at that position. This is the maximum force the HAT-28 can apply.

Bolt 7, 10mm:
This sleeve had it’s cone driven harder when setting, to the point that the sleeve began to push into the drill hole slightly. The tester removed this bolt from the rock at 9kN and it came out intact. The cone was found to be 4mm from the end of the sleeve.

Bolt 8, 10mm:
This bolt was set very hard indeed. The cone was pushed completely into the back of the sleeve with some serious hammering force. The cone was 3mm from the back of the sleeve. This bolt was extracted at 13.5kN and came out intact. The rock around the placement failed as the bolt was nearing full extraction.


Bolt 1 12mm no result
Bolt 2 12mm extracted at 15kN
Bolt 3 12mm sheared at 19kN
Bolt 4 10mm extracted at 5kN
Bolt 5 12mm sheared at 20kN
Bolt 6 12mm no failure at 20kN, 1mm of extraction
Bolt 7 10mm extracted at 9kN
Bolt 8 10mm extracted at 13.5kN


Nothing can really be drawn from that info as it is such a small sample. The main learning points I have taken from this are:

  • 12mm sleeves may shear when a bolt is not inserted fully.
  • 10mm sleeves extract at lower forces than 12mm sleeves.
  • 10mm sleeves must be driven home very well to make their higher strengths. This is not always possible as the sleeve can be pushed into the drill hole if not drilled to exact depth*.
  • All shallow expansion anchors can cause the rock to crack near the surface and no placement at this depth can be 100% guaranteed until the cone is set.
  • There are big variations in the extraction forces which depend on many variables during the installation..
  • No sleeve anchor can be removed with 100% certainty meaning that they will likely remain in the walls of the cave or mine forever.

*One of the selling points for this type of anchor sleeve is that they have a lip to prevent them slipping into over drilled holes.

I’ll be doing some further testing soon and will be taking the rig to some corroded anchors already in situ for a more real world test.
Finally, please consider not using SPIT sleeves or any other brand in places that get high traffic or will likely be resin bolted in the future. They will litter the cave wall forever (as can be seen in places like Garlands Pot and P8). A resin bolt can be removed and the hole reused. A 12mm through-bolt can be over drilled and hit into the hole and covered with resin. SPIT sleeves are likely visible forever.

Can you cut rope with a household jet washer?

After the last blog post where I tried to compare washing a caving rope in a washing machine to jet washing I thought I’d try to see how much damage I could do to a rope with a jet washer.

This photo was from the previous test where I exposed the rope to a full power, fine jet for approximately 30 seconds.OLYMPUS DIGITAL CAMERAI could not see any evidence to say that the rope had been damaged by the jet wash exclusively. The longer fibres shown here could have been the result of the already cut fibres in the sheath (short cut sections showing) being forced out from under another braid. Of course, the damage may be down to the jet wash alone. I think the only real way to progress with this test is to take a piece of brand new rope and jet wash it. I don’t have any laying about right now so I did some more testing with the leftover Beal Antipodes 9mm from the previous testing.

I split the rope down into various grades, from single bundles to cotton size filaments.Anatomy of a ropeI hypothesis that the worst case scenario is a rope being jet washed up against a solid surface whilst under moderate tension. The tension would keep the rope in the jet longer and the solid backing would provide a surface for the fibres to be crushed against or even abraded. It had occurred to me the damage could come from the power of the jet rubbing the rope against a course material.
The backing for this test was a piece of porcelain tile, almost completely smooth to the touch. The tile sat between the rope fibre and the wood in the test device I knocked up.Test assembly v1I tested each size of bundle on both full power and the normal setting that I use for washing. Both jet setting were fired at point blank range into the fibres for 60 seconds. This test was repeated at least twice for each sample after it was checked close up.
This sample had been washed on high power/very tight jet for 120 seconds. The jet was directed at the same area of the sample for all the test time. For scale, the fibre here is about size of that very tough cotton used for stitching canvas and kit bags together.One strand

The fibre bundles became so small that I could easily break them in my hands. This one was no bigger than a piece of cotton.Cotton thinkI figured that if my jet wash could not cut through a piece of sample that was thin enough to break easily with my hands then I did not need to progress onto smaller samples.


As before, I need to state that this back garden test does not give a statistically sound result and as such only serves to show what occurred in this one instance of testing.

I could not get my jet washer to cut any size of sample on this test. In both high power/confined and low power/wide spread modes, I saw no damage to the rope fibres. No doubt individual filaments of the fibres may well cut very easily but they break with the slightest of effort in the hands anyway so I doubt the value of that observation. The cotton size sample was the smallest test size and even that could be broken by hand with little effort.
It is also worth noting that this experiment was done on a 7 year old rope that had seen high use in very abrasive environments over its life.


I’d really like for other cavers to go out and try this experiment for themselves. Take a small piece of old or new semi-static caving rope and split it down to various sample sizes. Use a domestic jet washer / pressure washer on it’s highest setting and see if you can cut or damage the sample. For consistency, do it in 60 second, point blank range bursts.
Let me know via the contact address on my website or via the thread on UKCaving what happens. Failures to cut are just as important as actual cuts, so let me know either way.

Thoughts on jet washing caving ropes

I thought I’d ponder a little bit about the ‘myth’ of jet washers and caving ropes. I say myth because it appears that there is no real test data out there in the caving community. Recent caving forum discussions about jet washing happened to coincide with an associate company requesting we don’t use jet washers on their kit earlier this week and the two events spurred me to type something up.

Disclaimer – This is not a scientific, empirical experiment and you should always follow the care instructions of the equipment manufacturer.

I have used all sorts of methods for washing ropes over the years and most of my older ropes have been subjected to each at one time or another. Some times a rope may simply get dunked in the stream by the cave, other times I see fit to pull it through my home made rope washer but, more often than not, I get the jet wash on them.
The jet wash is always set to its lowest power and widest spray pattern. I’ve caused real damage to wood and clothing before by using the jet wash on full power so I am cautious. Some site this as the reason you should never use a jet wash on ropes. I agree. If you don’t know how to wash with a jet wash don’t do it. That, and if you don’t know how to operate your washing machine and it ends up on a boil wash, you probably shouldn’t put your ropes in there either.
This Beal 9mm got a super fine jet of water for about 30 seconds at point blank range in a test today. Damaged Rope

Apart from being incredibly clean for a 7 year old rope, you can clearly see the elongated sheath fibres. I’m not convinced the jet wash cut any fibres, more that it simply forced the already cut and abraded fibres out from under the other braids. The core was not exposed. I’d not want to do this to my ropes ever but I would call it far from ‘cut’ or ‘shredded’ as some anecdotal tales from the web recall.

Moving on. The rope I chose to retire was a Beal Antipodes 9mm semi-static that I purchased in 2007. The rope was one of my main users for 3 years as a 40m before being cut into 2 shorter lengths for cave leading handlines and general Italian Hitch duties. For the last 2 years it has languished unloved in the shed and has been the subject of much abuse in non life-critical applications. It’s probably not been washed for a year but before that it saw regular jet washing and stream dunking.

I cut the length in half and removed a control sample from either piece. The two 1m control sections came from the very end of the rope, where it was marked, and roughly half way along the 20m length respectively. I single daisy-chained one 10m length and double daisy-chained the other.

Test rope setup

The 2 longer lengths were soaked in cold water for 10 minutes as a pre-treatment.

As this was happening I cut open the 2 control lengths for a comparison.

End of rope section:Mid rope inner sheathEnd reel control Mid rope section: OLYMPUS DIGITAL CAMERAMid rope inner

The 2 samples looked very similar and I’m happy to say, despite years of being jet washed, were relatively clean and un-abraded inside. The fluffing you see was caused by the cut into the rope.

I dropped one of the test lengths in the washing machine. I set it to ‘delicate’ on a cold wash with no spin after first running a rinse cycle to clear any detergent. It had a 62 minute wash time.
While this was going on I jet washed the other test length in the same manner I do all my ropes. The process took approximately 5 minutes and once complete the rope was allowed to drip dry until the washing machine had completed it’s cycle.

After washing After washing

In both photos the washing machine cleaned rope is at the top and the jet washed one at the bottom.
I think it’s clear to see from the photos, and certainly was in real life, that the jet washed rope was far cleaner than the machine washed rope. It also had a much suppler feel and was more knotable over all. Remember the ropes have been identically treated until this very last wash in this test.ComparissonThe rope on the left is the machine washed and the one on the right has been jet washed.

It is hard to draw conclusions from the comparison here as this is only one wash cycle. The jet wash seemed to get the better results in terms of appearance and suppleness but the internals of the ropes looked very similar.
The one thing that I do take from this test is that despite the differences in the test washing, all the samples from this rope did not show any appreciable abrading of internal fibres from grit ingress. The anti jet wash argument is that the force of the water pushes grit into the core, causing damage. What I observe here is that this is an incorrect assumption as the 4 sections of visible inner on this very old, well used and heavily jet washed rope show no signs of damage by internal abrasion.

My theory is that the jet washing forces the grit and mud through the core and out the other side of the rope, as opposed to moving it into the core and it magically stopping there. I always clean my ropes after each trip. Perhaps they simply do not stay dirty long enough for the grit that does enter the core to be damaging. The outer sheath shows far more wear and damage than any of the internal structures of the rope.

I continue to believe that regular low-power jet washing does no harm to my ropes. I do know that some manufactures do not suggest using a jet wash on ropes and you should make your own choice with reference to the manufacturer’s guidelines. I will continue to cut open ropes as they are retired and will update this blog should my opinions or observations change. Meanwhile, if there is anyone out there prepared to take this subject up for a dissertation or just for interest then get in touch!

A Summer Storm – 27/7/13

On the 27th July 2013 a storm hit the UK, falling on dry ground and empty watercourses the rainfall soon entered the cave systems of the Peak District. My wife and I took the opportunity to visit Bagshawe Cavern in flood condition.

WARNING – Never enter a cave in flood or at risk of flood without proper experience and training, even then think twice! Both myself and Beth have visited Bagshawe dozens of times and know it intimately.

Over the previous 30 days up until the 27th July the Castleton area had only received 26mm of rainfall according to the Peak District Caving Info website.
Rivers were very low and underground, the streamways and sumps of the Peak District were in a typical very low summer state.
The ground conditions were dry, not parched as there had been 11mm of rainfall on the 23/7/13. Observations after this rain showed no change in surface or underground streamways.

At 20h00 on the 27th July 2013 a storm from the South began to pass over the Peak District. Approximately 80mm of rainfall fell in the area over the next 12 hours. This caused localised flooding, swollen rivers and streams and, as expected, flood conditions underground.

We made a visit to Bagshawe Cavern at 15h00 on the 28th July, 19 hours after first rainfall.

Normally dry Upper Passage:OLYMPUS DIGITAL CAMERA

The head of the 8m deep Dungeon Pitch: OLYMPUS DIGITAL CAMERA

The Dungeon Pitch completely submerged: OLYMPUS DIGITAL CAMERA

For more photos see here: http://www.flickr.com/photos/peakinstruction/sets/72157634832233688/

For a non-flood view of the Dungeon Pitch see here: http://www.flickr.com/photos/peakinstruction/sets/72157634832233688/

We made our way upstream to the area just before the 1st crawl up and over rocks on the left. We could have got through but it would have been a swim. The stream level varied from calves to knee deep.

You could visit the initial main sections of the system today without risk of flooding, from the entrance to the base of the steps by the Dungeon Pitch. Although more drippy than usual, the puddles in the miner’s level hadn’t filled back up to normal high levels and were surprisingly still low.

Across the hill, Peak Cavern’s resurgence had gone from the lowest level for some time to full-on flood level discharge in 12 hours. This speed and volume was interesting as the system normally shows more of a delay in response during Summer. Something to consider there for all leaders in the system.