Now also available English digests for catenary calculations for various vessel sizes. See below
Note: The content of this web page takes a while to read and digest. If you are one of those folks that have little patience and want answers within minutes – as I occasionally come across on some sailor’s fora – then just stop reading right here and now! You are not my intended audience!
On this web page I try to motivate my choice of the correct anchor chain and its length and how to deploy it based on a mathematical analysis of the main forces and energies involved when anchoring. I ignore friction and any form of energy dissipation, as this will only work in my favour and not lead to any increase in the chain length required. The models developed here will hopefully help you to have a better understanding of the physics of anchor chains and snubbers / bridles and to make the right choices.
The documents and sections further below work out diagrams for the MINIMALLY required anchor chain length as a function of the water depth, Y, at the position of the anchor, the weight per meter of the chain in water, m, the wind strength, and the swell, tailored for different vessel sizes. The minimally required chain length is defined by the chain still pulling horizontally at the anchor, but rising to the water surface right at the anchor shank. Obviously, one can and should pay out more chain than that, but it is important to know what the minimum is to maintain the maximum holding power of the anchor.
Anchor Chain Length Calculator App:
I have published an app for iPhone, iPad as well as Android. This app calculates the minimally required anchor chain length as a function of a couple of vessel parameters as well as sea / weather conditions:
In a nutshell, our main results are:
- The guidance of using a fixed scope like use 3 times or 5 times the water depth as length of chain, etc., is not adequate. It is not enough in shallow water, and it may be too much in very deep water. And it does not depend on the wind strength at all, which is rather odd. We consider this guidance to be dangerous, at least for the novice. Our results do depend – among other parameters – also on the wind strength.
- Neglecting swell and waves, the result is very simple, based on the catenary equation: Minimum required chain length is L = square_root(Y (Y + 2a)), where the parameter a depends on the wind strength, on Aeff, which is the effective cross section of the vessel towards the wind – i.e., the windage area – as well as on the mass m of the chain per meter. Y is the water depth at the anchor (and not the vessel!).
- This simple non-linear catenary result already shows that the scope approach generally underestimates the chain length in shallow water, and overestimates it in deep water. See graphs further below.
- A conventional scope approach generally leads to a higher anchor load than a fully developed catenary.
- If the swinging circle around the anchor is not an issue, it is better to use a thinner but longer chain, perhaps of higher quality. It allows to anchor in deeper water when comparing chains of same total weight in the locker. But in crowded anchorages with small tides and not too deep water a thicker and shorter chain may be more appropriate in order to have a reduced swinging circle. Also, one needs to bear in mind that for the same anchor depth Y, a thinner chain has less elasticity than a thicker chain has – despite of there possibly being still unused chain lying on the seabed. Note: When talking about the „elasticity“ of a chain, we do not mean the stretching of the bare metal, but rather the stretching of the entire chain when it gets pulled harder and harder at one end.
- If I half the weight of the chain per metre and use twice as much chain to anchor at twice as deep a place – thereby deploying the same total weight of chain – I get twice the elasticity of the chain. However, at the same anchor depth, the thicker chain has more elasticity than the thinner chain, and in a swell it adds less load to the anchor.
- The ability of a chain of full catenary shape (with the anchor being attached horizontally) to absorb energy is greatest when in addition it also fulfils the ’scope‘ condition L =~ 1.4 … 4 Y – the closer to 1.4 the better. This is a sweet spot where the chain is most elastic and works best. In order to achieve this, one may have to relocate to a deeper anchorage place.
- The ability of a chain of full catenary shape to absorb energy is also increased when the slope between anchor and vessel is negative all the way. This comes at the expense of a longer chain that is required, to compensate for the negative angle at the anchor shank. This might be a worth-while consideration, if shallow water cannot be avoided. Vice-versa, whilst a positive slope between anchor and vessel is beneficial for the ability of the anchor to dig in, and it also reduces the amount of chain required, it does have a very negative effect on the chain’s elasticity in severe weather.
- In shallow water the effect of heavy swell head-on requires more chain to be laid out than the square-root catenary formula based on wind only would suggest. Worst case, in such a scenario the force on the anchor will be more than it can bear, and the only solution is to relocate to deeper water and use a little more chain. Swell is worse in shallow water. Again, see graphs further below. This is where snubbers and bridles are needed most.
- The more shallow it gets at the position of the anchor, the more difficult it is for the then almost horizontal chain to absorb energy bursts (e.g., caused by swell) as additional potential energy. This – in a storm dangerous – inherent shortcoming of a chain has to be covered by good, long snubbers or bridles. They are most needed in shallow water, but of course good to have in any situation.
- If a large scope and shallow water cannot be avoided, it may be better to use a good long elastic rope and a shortish lead chain (to avoid chafing on the seabed). The difference in shape between a chain and a rope will be marginal in such a case, but elasticity is so much better.
Now let’s dive deeper into the analysis. We start by outlining the underlying physical model, then analyse the results obtained for the elasticity of the chain as a function of scaled variables such as scope, L/Y, or the ratio a/Y. Note: When talking about the „elasticity“ of a chain, we do not mean the stretching of the bare metal, but rather the stretching of the entire chain when it gets pulled harder and harder at one end. Because of gravity, it acts very much like a spring. A lot of insight can be gained from this analysis – when does a chain work well, when does it not, and where is a chain’s sweet spot of operation. Surprisingly, the answers to this are rather universal. In the following sections we provide some example graphs that illustrate the strong effect of swell in shallow water – what we call dynamic anchoring. This section is supported by dedicated short digests, tailored for different vessel sizes. Non-horizontal seabeds, the effect of kellets, as well as snubbers and bridles are briefly discussed thereafter. We conclude with an analysis of the Tuamotus anchoring technique that helps preventing damage to corals, and we also briefly touch upon how this analysis applies to large vessels. For a brief discussion of the differences and similarities with Alain Fraysse’s excel spreadsheets, please have a look further below on this web page. We conclude by comparing our results with the British Admiralty guidance.
Outline of physical model – the interplay between potential energy of the chain, the energy of the vessel in the wind field, and kinetic energy of the vessel:
The first diagram shows the basic approach how to take wind forces and swell into account by relating them to the potential energy gained when the chain is rising further off the ground. Obviously, the basic law of conservation of energy needs to hold. Now, what are the energies involved?
- Potential energy of the chain. We calculate the increase of potential energy of the chain, from an initial position where part of the chain is still lying on the seabed – the situation just before a slowly increasing wind, a sudden gust or swell hits the vessel – to a fully developed catenary, where the very last chain link is just about to lift off the seabed as a response to the wind and or swell. Wind, also gusts, or currents, which are all forces acting on the vessel, all feed to 100% into this increase of the chain’s potential energy. So, this is like a ‚charging‘ of the chain’s potential energy with 100% efficiency.
- Wind energy due to displacement in the wind. Now, this comes into play when the vessel is moving downwind (or against it). The energy is simply wind force integrated along the distance travelled, Δx. As long as there are only forces pulling at the vessel, this energy gets to 100% transferred into the chain’s potential energy. In fact, one can view this energy as the charging mechanism for the potential energy above. In physics notion, this is a slow, adiabatic process.
- Kinetic energy of the vessel due to a velocity component parallel to the wind. Now, this is a different beast! As long as the vessel possesses some additional kinetic energy – possibly caused by swell – it will move either downwind, or opposite to it. Worst case in terms of anchor gear is when the vessel moves a further Δx in the direction of the wind, so let’s assume that. In doing so the vessel will pick up wind energy as per the previous item: wind force Fw times distance travelled, Δx. As just discussed, this wind energy will feed into the increased chain’s potential energy as the chain gets pulled harder, leaving less ‚room‘ in this increase of potential energy for the kinetic energy to get stored there as well.
Two other diagrams way further below in the section Example Graphs show typical results for little swell and for strong swell. Note that we did NOT account for snubber or bridle here. It is the naked chain. This is ok, as the effect of a snubber can be added later, modelled as a spring with a spring constant. One only needs to match the forces at the bow – see the discussion towards the end of this web page, which shows some sample graphs that include the effect of a snubber. Also, one of the links given at the end of this page leads to an online calculator that also includes the effect of snubbers and bridles.
A note on the potential energy of the chain: Epot = ½ m g (L Y + a (L – X)) = – ½ m g L Y – ½ F (L – X), as measured from the anchor. The first term corresponds to the potential energy of an ideal completely straight L:Y scope chain, whilst the second term accounts for the fact that a real catenary has a bit of slack and thus always has a potential energy smaller than that. This 2nd term is the anchor load F times half the distance between chain length L and swinging circle X (measured at the bow roller) – perhaps somebody can find a nice intuitive physical understanding of this?
Chain elasticity – or its ability to store additional energy:
Starting with the expression for the potential energy of the chain, Epot = ½ m g (L Y + a (L – X)), when measured using the anchor as reference point, a lot of insight can be gained by studying the elasticity of the chain as a function of various parameters. The elasticity is defined as the derivative of the potential energy with regards to the anchor load F. So, if I increase the anchor load F by a tad, how much more energy can I then store in the chain? Obviously, the more the better.
When taking this derivative one needs to keep ’something‘ constant, as otherwise there would be no bound to it. An unbreakable chain deployed in as deep a water as one likes, and with as much chain as one likes, will store any amount of energy I like it to. So, something needs to be kept constant when doing this analysis. In the following, I have kept either the anchor depth Y constant, or the chain length L.
Here is a real situation where this graph applies:
Suppose you are anchoring in shallow water and there is only a light breeze. But forecast has it that a storm is expected for the night, and in anticipation of that you have already paid out a LOT of chain.
For now, in the light breeze, most of that chain lies unused on the seabed. The effective scope of your chain – so the ratio of the chain that is actually off the seabed to the anchor depth Y – is small. For the sake of the argument let’s assume this effective scope to be 1.4. The chain thus operates in the peak of the elasticity curve, and all is fine and smooth.
Now the wind starts to pick up and more and more chain is lifted off the seabed. The anchor depth Y stays the same, but the effective scope becomes larger, as more and more chain is being used.
With this, we move to the right in the graph, so away from the peak. At an effective scope of 3.7 we have only 50% of the chains optimal elasticity left. And to be clear – this optimal elasticity is the elasticity of the effectively much shorter chain when there was only a light breeze! So, despite of the fact that more chain is now being used, it has less elasticity. It is much less efficient at absorbing energy than the much shorter chain at scope 1.4 was when there was only a gentle breeze.
As the wind further develops, even more chain gets lifted off the seabed. At an effective scope of 20:1 only 9.5% of the chain’s original elasticity has remained – despite there possibly being still some unused chain lying on the seabed! – and the cleats at the bow start to moan… It is getting uncomfortable. Snubber to the rescue… Or – a relocation to deeper water well before the storm sets in.
If I repeat the above, but now at twice the anchor depth, 2Y, I will initially be slightly before the peak at a scope of 1.22 (one can work this out using the equation L/Y = sqrt((Y+2a)/Y) and the parameter a being the same as before). Eventually, when the storm has fully developed, we find us at a scope of only 14.2, or 13.5% of the peak elasticity. But since we doubled the anchor depth, in absolute terms, this peak is also twice of what it was before! So, we have 2 x 13.5% = 27% of the ‚old‘ optimal elasticity at anchor depth Y. This is almost a factor 3 difference! And I needed only 41.6% more chain. Doing the same exercise with a relocation to three times the original anchor depth, 3Y, one ends up at a scope of 11.6 and as much as 49.4% of the ‚old‘ peak elasticity at the original anchor depth Y – a gain by a factor 5! The chain will have to be increased by 73.6% only.
So, if the new anchorage location is not exposed to too much more wind and swell, it may well be worth relocating to deeper water and have the chain work closer to its optimal performance – at very little cost in terms of additional chain length.
Now, how do chains of different thickness compare with each other? Remember that for fixed anchor depth Y the elasticity of the chain is the product of Y and a function depending on the scope L/Y only. That function was plotted in the graph above. Since a thinner chain requires more chain to be paid out than a thicker chain for a given anchor depth Y, it follows that its scope is larger than that of the thicker chain. This puts the thinner chain at a disadvantage at any fixed anchor depth Y. Consequently, a vessel with a thinner chain will need to anchor in even deeper water than the same vessel with thicker chain, in order to compensate for the difference in elasticity. But you can carry more chain on board, if it is thinner, so this strategy could still work out ok… So let’s study this graph then…
Again, the chain’s elasticity is best at a certain sweet spot, where a/Y = 0.474 holds, with a = F/(m g). As before, the height of the peak itself scales with the anchor depth Y. Now, let’s compare two chains, one chain twice as heavy as the other one per metre. Clearly, when going for the lighter chain to twice the anchor depth, 2Y, I have exactly the same ratio a/Y as with the heavier chain, and therefore exactly the same value in this graph. But, as the graph scales with Y, in real terms, the elasticity of the lighter chain is twice as high as that of the heavier chain. It requires precisely a twice as long chain (so in terms of scope, we end up at the very same point in the previous graph!), and the total weight of these two chains is thus the same. But as the elasticity is so much better for the thinner chain I could even save on the total weight of this chain, if I wanted to. So, in total, I gain a lot when using a lighter chain. But this does come at the expense of having to anchor in even deeper water. (And the chain’s breaking load being reduced…)
Just double checking: Potential energy of the chain as measured from the anchor: Epot = ½ m g (L Y – a (L – X)). I half the chain mass m, thereby double the chain parameter a, I then double L and Y, which leads to a doubling of X, and thus I get exactly twice the potential energy! So, it all seems to make perfect sense! 🙂
The following two diagrams show the effect of dynamic anchoring, so when a large swell needs to be absorbed by the anchor gear. In particular, it shows that swell is more difficult to deal with in shallow water, it leads to a higher load at the anchor, and a possible resolution could be to relocate to deeper water, using only minimally more chain.
Are we cutting corners by going for the MINIMALLY required chain length?
No 😉 These diagrams have to be used as follows: Take the top value of the gusts predicted for your area and add a margin as you see fit – possibly adjusting for the overshooting effect in gusts as Alain Fraysse has described it. Make a judgement call on how much swell to expect – expressed as energy. A good indicator are the SOG values at anchor at the worst conditions to expect. Together with the vessel’s displacement, you can work out the kinetic energy of the vessel at anchor. Assuming you are using good long snubbers or bridles, the largest part of this energy will be absorbed by the snubber / bridle but some of it will reach the chain. For now, as I have not added snubbers / bridles in the analysis yet, this is some guess work, but do see the notes at the end of this web page. Perhaps only as much as 10-20% will reach the chain. Use that value of ΔE to pick the closest diagram in the digest. Note the water depth at the position of the anchor (not the vessel), making sure to use as reference point the bow roller. With all these data, find the closest graph in the digest and read off the minimally required chain length. NOTE: By plugging in the worst case values for gust and swell, and by adding margins for both, you have already accounted for the anticipated worst case. So, this is not cutting any corner.
Windage area Aeff:
An important parameter to know for all these calculations is the windage area or effective cross section Aeff of your vessel – we will come back to that in a minute. We have created a list of tailored digests for various vessel sizes having different Aeff. As the vessel gets larger, the chain will have to be thicker as well. For each Aeff, we have worked out the minimum required anchor chain length for at least three different chains.
The parameter Aeff is the windage area, so the effective cross section of your vessel facing the wind, augmented by a streamlining factor. So, for example, the nominal cross section A of your vessel when viewed from the front (including rigg) is, say, 13 m2. You have worked this out by taking the beam of you vessel and multiplied it by the height of the deck over the water line. Then you have estimated the cross section of any superstructure like cabins, davids, etc. You added to this perhaps 1 m2 for the lazy jack, and you did not forget to include the rigg, so perhaps height of the mast times 30 cm or so. Since the vessel is tacking at anchor, it will often expose a surface somewhat larger than this to the wind, so, perhaps add 10-20% to the total value to account for this effect. Because of the shape of the vessel, the wind can slip around it more easily than for a simple ‚brick‘ surface. This effect can be accounted for by multiplying the result with a factor p smaller than one. The windage area, or effective cross section, therefore, is Aeff = p A. Values of p = 0.7 or so are reasonable (but far from accurate), which would give in the above case Aeff = 10 m2.
Other, more accurate, ways of determining the windage area Aeff:
- Not necessarily more accurate, but convenient: The late Robert Smith did some measurements on a variety of (monohull) vessels and for a range of wind strengths to determine the wind force acting on the vessel. There is a link to his table at the end of this page. From this table one can derive the windage area as 0.071 Lm2, where Lm is the length of the monohull in metres. Heuristic correction factors need to be applied for multihulls and for vessels that are slimmer or more bulky than the average. It is at least a start and will give you a ball park figure.
- In the absence of swell and current, measure the force at the anchor chain and the wind strength. Then using equation (4) plus either the cosine of the chain’s angle to the horizon, or equation (8) provided the chain is nowhere deeper than the anchor, work out the horizontal force acting on the anchor, and subsequently Aeff.
- As a variant of the above, use a mooring line to attach the vessel to a strong free-standing post in the water (such as a dolphin or a pile mooring) and measure the force. This might allow for an almost horizontal measurement and can be very accurate.
- Again without swell and current, anchor at various depths and adjust the chain such that it is not lying on the sea floor but still attaches horizontally at the anchor. Take a note of the required chain length and wind strength, as well as water depth at anchor position. From this determine the paper’s parameter a for each wind strength, and as above, finally Aeff. This will require somebody diving to the anchor… 🙂
- Ask your shipyard! 🙂
- Place your vessel in a professional wind tunnel! 😀
Beware, though, that Aeff will slightly depend on the vessel being fully loaded or being empty. The latter is the safer measurement.
List of available digests:
Here is a list of digests that focus on the effect of dynamic anchoring for vessels of various size. As a point of reference, an Etap 39 has been quite accurately measured to have an Aeff = 7 m2. For our Neel 51 trimaran I am currently using Aeff = 20 m2 as a rough estimate, but this is subject to change. As of version 3, these digests also include diagrams showing the effect of snubbers / bridles.
If you cannot find your scenario in this list, drop me a line and I can perhaps create it, time permitting. If you like mathematics, then perhaps you can still find the correct digest by applying scaling laws. As briefly discussed in a footnote in the digest, all formulas depend only on the ratios of Aeff/m, F/m, ΔE/m, where m is the mass of the chain in water per meter, F is the force at the anchor or at the bow, and ΔE is the energy burst induced by the swell. Hence, a digest for Aeff = 10 and m = 2 is the same one as, e.g., for Aeff = 20 and m = 4. You need to keep in mind that F and ΔE are scaled as well, of course.
Please note: The formulas can also be used when it is current and not wind pulling at the vessel. Or a combination of both. The Aeff would be different, though, and depend on the shape of the vessel underneath the waterline. Another measurement of Aeff… 😉
Some words on the conventional scope approach:
When using large scopes like 9:1 or more, it is certainly true that the pulling angle at the anchor is small, no matter how hard the wind blows, and so the anchor’s effectiveness is not much reduced, if the chain does not quite pull horizontally at the anchor. Further increasing the chain length would not change things a lot as far as the pulling angle is concerned. And this is the good part of the scope approach – it gives me peace of mind regarding the maximum pulling angle at the anchor.
There are, however, a couple of short-comings of a pure scope approach: A) Its indifference to vital parameters such as anchor depth and wind strength, resulting in it being either too conservative or, worse, actually dangerous. B) Its ignorance of the poor performance of a chain at excessively large scopes to absorb any further energy.
To the first point: The catenary results indicate that even in a storm, when anchoring in deep water, the catenary shape of the chain still exists, provided the chain is long enough. Perhaps surprisingly, the scope approach would actually result in an even longer chain, which is not needed and only creates problems as the swinging circle is larger than really needed. On the other hand, in shallow water, the scope approach often underestimates the required chain length. Of course, one can modify the scope guidance by saying in shallow water I need a larger scope than in deeper water, but this is a very heuristic approach and requires a lot of experience to get it right without being way too conservative all the time.
To the second point: In shallow water in a storm, when scope gets very large, the difference between the catenary and a straight line may be very small and there is little point in arguing whether the catenary is gone when you need it most, or it still exists, if only the chain is long enough. The point is that at such a large scope the chain – even a very long chain – is extremely poor at absorbing additional energy, and this lack of elasticity is what matters, not the existence or not of the catenary shape. It may help to remember that a horizontal chain laid out on the beach cannot absorb any potential energy at all, and so it should not come as a surprise, really, that a chain at a very large scope is not performing well. In conclusion, in particular when the scope is very large, it is good practice to use a long (!) snubber (monohull) or bridle (multihull) to help relieve excessive energies (or even use an elastic rope with only a short lead chain). This is the main reason why the same swell and gust can better be tolerated in deeper water, provided one has enough chain.
What if the seabed is not horizontal?
All calculations here have been done assuming a horizontal seabed. If this is not the case, results will be different. For the dynamic anchoring part it will be difficult to give quantitative answers as to how much different the results will be, since the potential energy of the chain before the swell hits the vessel is strongly affected by any deviation of the seabed from the horizontal. If the chain lies in a trove when there is no swell, it has more room for gaining potential energy, but when it is sitting on a ‚mountain‘ under water before the swell arrives, the gain for further potential energy will be much smaller than what is calculated in all these calculations. In essence, a positive slope of the seabed between anchor and vessel – i.e. when the vessel is in shallower water than the anchor – will greatly decrease the chain’s ability to absorb energy, simply because the chain is already raised by the seabed and the difference to a chain under full load is smaller than it were the case with a horizontal seabed. So, to conclude, whilst from a ‚digging in‘ point of view for the anchor such a positive slope is favourable, it is absolutely bad for the elasticity of the chain and is not at all advisable from this point of view. In essence, such a situation has a lot of similarities with a ‚tilted‘ shallow-water scenario.
However, for the static anchoring the answers can be inferred from the graph in the previous section. The formula for Fg tells us by how much the chain will need to be longer (L1 + 2 L2) or shorter (L1), if the anchor shank is horizontal with respect to the local seabed to make a perfect catenary, but is at a certain angle alpha with respect to the water surface.
Below is a graph of a chain’s elasticity, normalised to unit water depth, as a function of a/Y and for a couple of different slopes of the seabed. In a storm, the elasticity of the chain is greatly improved for negative slopes, shown in green. This is simply because the chain at the anchor shank will first follow the seabed to deeper water depths, before eventually turning upwards towards the vessel. Clearly, the stronger the wind is, or the stronger the slope in the seabed, the deeper the lowest point of the catenary will be, resulting in great elasticity. But it comes at a price – a rather long chain is required. For instance, for the α = -5° curve at a/Y = 100 – which is a very severe storm in shallow water – a chain of length L = 25.4 Y is required, which at an anchor depth of only 4 metres amounts to more than 100 metres of chain. This has to be compared to L = sqrt(1 + 2 a/Y) Y = 14.2 Y, had the seabed been flat, or only L = 7.8 Y at α = +5° – but at a tiny fraction of the elasticity: These numbers are as follows: α = -5°: 77.3%, α = 0°: 13.5% and α = +5°: 2.3%, respectively. All numbers given are for an extreme scenario of a/Y = 100, they will be less extreme for smaller values of a/Y. For example, for a/Y = 20 we find 66.7%, 29.6% and 13.0%, respectively. Conclusion, if enough chain is available, and provided the chain is not at increased risk of getting entangled with stuff at the seabed, it seems beneficial to anchor ’slightly on the green side’… 🙂
The effect of snubbers and bridles
So far, we have not included the effect that a snubber or bridle has. In fact, all diagrams in the digests are for the naked chain with no snubber or bridle used at all. This is, of course, not our advise, not to use a snubber or bridle 😉 . To the contrary, but it is useful to know what happens when there is only chain, as even when using a snubber / bridle, the behaviour of the chain will be unchanged in principle. It is simply damped by the snubber / bridle. So, in this sense the graphs in the digests represent worst cases as far as snubber / bridles are concerned.
A snubber / bridle can be modelled to a good accuracy as a spring with a spring constant c. To elongate the snubber / bridle by a distance s, a force F = c s has to be applied. The energy thereby stored in this spring is given by Es/b = ½ c s2 = 1/(2 c) F2.
Now, this force F has to match the chain load at the bow, Fbow = Fws + m g Y, where Fws is the horizontal anchor load with contributions from wind and swell. On the other hand, we have Fws = aws m g, where aws is the catenary parameter pertaining to that particular scenario.
Plugging this into the formula for the energy of the spring yields Es/b = (m g)2/(2 c) (aws+Y)2. The energy that the spring can store additionally when a swell hits the vessel is then given by the difference of the spring energies at and before this event: ΔEs/b = (m g)2/(2 c) [(aws+Y)2– (aw+Y)2] = (m g)2/(2 c) [aws2– aw2+2Y(aws–aw)]. Here aws describes a catenary when the swell has just been fully absorbed, and aw the catenary before the swell.
Now, aw is independent of water depth Y – it is only determined by the wind load. But aws does depend on the water depth at the anchor, Y, as the ability of the chain to absorb kinetic energy bursts as additional potential energy gets worse and worse the more horizontal the chain becomes. This is what happens in shallow water and, as a result, aws has to increase substantially to compensate for that. (This is also seen in the graphs in the various digests when studying the anchor load as a function of Y for large values of energy bursts – it increases steeply.) Luckily, we see with the above result for ΔEs/b that the snubber / bridle behaves just the opposite way. It becomes more and more effective as the water gets more and more shallow and thus it can – at least to a good extent – compensate for the shortcoming of the chain in shallow water. This is why we need to use snubbers / bridles!
As the effectiveness of the snubber / bridle does depend on the water depth, it is unfortunately not as easy as simply using only a certain fraction of ΔE in the graphs in the digest to account for a snubber / bridle. The effective ΔE is also a function of Y. 🙁
Also, it must be noted that the snubber / bridle can never compensate the chain’s shortcomings to 100%, as it needs to get stretched more to be able to store more energy. So, some additional force will always have to exist to achieve that. And this is why it is good to know the shortcomings of the naked chain. These shortcomings will be reduced by the snubber / bridle, but they are never completely gone!
Snubbers and bridles are also needed to battle the dynamic overshooting effect described by Alain Fraysse, i.e., when a gust or swell suddenly hits the vessel and it starts oscillating back and fourth before settling down.
Below are some example graphs with snubbers of various quality. They all deal with the same scenario as shown above, where 1000 J of energy had to be absorbed by the anchor gear. Clearly, the snubber is only effective in the regime of dynamic anchoring, and it needs to be a really good snubber that can stretch by a couple of decimetre to have any impact for anchoring depths that are accessible in the first place. Short Mickey Mouse snubbers, which are just 2 -3 metres long in total, will not be able to provide this kind of elasticity!
When using a long snubber or bridle, it is advantageous to have a fair amount of chain hanging slack between the bow and the point where the snubber / bridle is attached to the chain. Not too much – you to not want it to touch the seabed, but it should not be taut either. If it is adjusted such that only at the peak of swells / gusts this part of the chain will be pulled somewhat straight, then this is another means to store potential energy. Not a lot, but every little helps. In essence, this can also be analysed using the graphs for chain elasticity. If the chain between these two points just goes straight down to the bottom of the seabed, it is too much, the chain will not rise a lot in a gust or well. But there is an optimum as indicated in the graphs above where the gain in potential energy will be maximised. To me a good approach seems to be to make the chain about 25% longer than the snubber / bridle when not stretched. This way you know when they are reaching their limits.
Should you be comfortable with deploying (and – more importantly – quickly retrieving) a kellet, then placing a kellet midway on this stretch of chain allows for even more potential energy to be stored.
Finally, please note: Don’t be fooled by the diagrams that things are fine on the far left side, where the curves are all nicely tending to zero, eventually. The snubber will most likely be overloaded in this region! For most of us, there won’t be enough water left under the keel there, anyway… 😉
Also please note that snubbers / bridles are consumables. They have only a limited number of stretch cycles they can do before fatigue occurs, possibly resulting in them breaking when you least need it. They should be replaced at regular intervals. Their life span can be increased by oversizing them (without them going too soft).
At the end of this web page is a link to rather interesting articles on snubbers and bridles.
The effect of kellets
In my view kellets are overrated. They are a pain to attach to the chain and to lower them to the point along the chain where they are most useful, and it is an even greater pain to haul them back in when in a storm and one needs to weigh the anchor in an emergency. Whether this is worth the slight reduction in swinging radius or the slight increase in elasticity of the chain is debatable for any reasonably sized kellet that can still be handled.
The most effective position of the kellet for reducing the minimally required chain length is to place it as close as possible to the anchor, but such that it is still lifted off the seabed. The characteristic parameter of the kellet is k = Fk/(m g), where Fk is its weight in water. At most, it can reduce the required chain length by k meters, but generally it is a good deal less than that. For example, a kellet of 12 kp in water and used with a 10 mm chain, which is 2 kp in water, will shorten the minimally required chain length by only less than 6 m.
If the kellet is more used to increase the elasticity of the chain, my hunch is it should be more positioned towards the middle of the chain. (More detailed analysis perhaps to follow.)
The effect of multiple floating kellets – the art of Tuamotus anchoring
I got triggered by this most interesting anchoring technique that helps to reduce the damage done to corals when anchoring: https://www.spiritofargo.com/2019/08/14/floating-your-chain-what-is-that/
The idea is to use buoys to raise the chain above the seabed and thus avoid damage to the corals. Here is my attempt at an analysis of this technique:
As before, we work out the elasticity of the chain by calculating the potential energy as a line integral and then differentiate with respect to the anchor load F. In what follows we ignore the elasticity related to the final leg Lbow, between last buoy and bow, since this can be calculated independently and simply added later. So, our calculation stops at the last buoy.
Clearly, the buoyancy of the buoys has a very positive effect on the elasticity of this system, and the more buoys are being used, the better it is. However, all these curves have their peak at rather small values of a/Y, so well before a strong storm has developed. In fact, their peak is at even smaller values of a/Y than for the normal curve without any buoys (black). Secondly, all curves stop at a certain maximum value of a/Y. After this point, the pulling angle at the anchor is not horizontal anymore and the last buoy will dip under water. Again, the more buoys, the later this effect will happen, but even with 10 buoys spaced 15 Y apart, we barely reach a value of a/Y = 8, which corresponds to a no-buoy scope of L/Y = sqrt(1+2*8) = 4.1. And this requires a lot of chain, often well in excess of 100 m! The fact that the elasticity of this system eventually drops below that of a simple no-buoy approach is ok, since this graph does not include the elasticity of the last leg Lbow yet. It needs to be added. Finally, it is obvious that the larger L0 is, the better the system performs in a storm, but this first segment of the chain is limited by the perimeter around the anchor that is free of corals.
It appears beneficial to keep the distance between the buoys as large as possible (of course, without the chain segments in-between touching the corals when slack), and rather have two buoys bundled together and then have twice the chain to the next pair of buoys. With the same total length of chain, this moves the peaks to the right, even increases them slightly, and only marginally reduces the maximum value for a/Y.
So, this looks like a great approach to keep the chain tidy at all times and away from the corals. In a severe storm it is at a disadvantage compared to the normal way of anchoring, though, and sooner will depend on the anchor holding well even when it is being pulled at an angle. Also, the amount of chain needed in comparison to the normal anchoring method is very substantial. In the example above it is about 2…3 times that length. But then again, with that much chain out, the pulling angle at the anchor cannot get very large, at least when a couple of buoys have been deployed.
If we require the pulling angle at the anchor to be the same as when not using any buoys, then obviously, the swinging radius will be larger when using buoys. To see this, simply look at the first diagram above. If no buoys are used, the first leg from the anchor – extended to the water surface – will determine the swinging circle without buoys. Clearly smaller than when using buoys…
If we are still worried about the pulling angle at the anchor in a severe storm, we could opt to reduce the buoyancy of the first buoy, thereby accepting that the buoys will all sink slightly below the water surface even in calm weather. This seems to be done by some folks using this anchoring technique. Some further adjustments may then have to be made to make sure the chain is not interfering with the corals. In order to maintain the last buoy as a marker for when the pulling angle at the anchor starts to increase, any reduction of the buoyancy of the first buoy will need to be compensated for with the last buoy. But all this fiddling will not change the asymptotic value of the pulling angle, which is simply given by scope.
Alternatively, a kellet close to the anchor could be deployed. Although for ordinary anchoring kellets do not improve the situation a lot, for Tuamotus anchoring it could just be the additional few metres of imaginary chain needed in the first chain segment.
So, to conclude this section: It is generally beneficial to make the first chain segment L0 as large as possible to postpone the onset of the lifting of the anchor as much as possible, but there is a limit set by the proximity of the corals. Also, a kellet in this first chain segment can be very effective to this end. However, in storm conditions the anchor will inevitably be pulled upwards, but the pulling angle can still be small, if sufficient chain has been paid out. How much chain is needed to keep this angle below a given value is as usual simply derived from the scope of the total chain. Concentrating the buoys in fewer places and making the chain segments in-between correspondingly larger helps to move the peak of elasticity to larger values of a/Y, at a slight expense of the maximally achievable a/Y. No matter how the buoys are placed, the sum of their buoyancy needs to match the total chain weight between anchor and the point half way between last buoy and bow. If this condition holds, this last buoy will act as a marker for when the anchor starts to get pulled upwards: It will then dip below the water surface. In storm conditions, only the chain segment between last buoy and bow will contribute to the elasticity, but it seems prudent to use good snubbers / bridles, as this is by and large a shallow-water situation with insufficient chain when it really matters.
Note: Fenders tend to be poor buoys, as they cannot withstand the higher water pressure in, say, 5 metres water and collapse. Better to use hard-plastic buoys.
How does all this compare with the work of Alain Fraysse?
A link at the end of this web page points to some seminal work that Alain did on anchoring, which is often referenced. Now, what is new or different in my work compared to what Alain did?
First of all, as far as the case of static anchoring is concerned, our model and formulas are identical. Alain accounts for more cases, though, like a mix of chain and rope, or the use of a kellet. The latter I have only dealt with in the long German essay, but not in the digests.
When it comes to dynamic anchoring, I believe we are using different models, at least as far as I can tell looking at the models presented on Alain’s web page. I did not look under the hood of the excel spreadsheets that he provides. On his web page, to illustrate his approach, he compares the chain with a perfect spring and how that spring can store energy, but when I look at the non-sinoidal curves that his spreadsheet produces, I believe that under the hood he is using a better model for the chain. Perhaps it is also the same formula for the potential energy of the chain as I do, but I really do not know.
There is a definite difference in the models, though, when looking how a gust or swell is modelled. Alain does this in the time domain where he switches on an additional force that represents the gust or swell. In the absence of any dampening, this leads to an oscillation with a considerable overshooting in the force. And this is the force to reckon with as the maximal load.
In my model, on the other hand, I deal with gusts entirely within the framework of the static anchoring. This should work as long as a gust builds up gradually and does not lead to a massive overshooting. („adiabatically switching on“ would be the physics notion of this. 😉 ) Good snubbers or bridles will help a lot to dampen such an overshooting. If one is worried that there is some oscillation back and forth with respect to the anchor position, one can account for that by picking a wind value larger than the gust and then still use the formula for static anchoring.
Now, swell is modelled completely differently. Alain models swell as another force that is switched on, whilst I model swell as a singular burst of energy that causes the vessel to pick up some speed. So, it is kinetic energy that needs to go somewhere, and not a force over a certain period of time. This kinetic energy needs to be stored in the form of additional potential energy in the chain as well as the snubber / bridle. And if there are two waves of swell one after the other before the first one had been dealt with, it is the sum of their kinetic energies that one has to deal with.
In the end, if the nonlinear spring properties of the chain that Alain refers to are also based on the potential energy of the chain, then these two approaches should give the same result.
However, an energy-balance approach like I did is much simpler than tracking down forces in the time domain. After all, I am only interested in knowing the maximal loads. How the vessel got there, I do not care, really. Plus, I find it easier to estimate the energy of a swell, rather than the force it exerts on the vessel.
British Admiralty guidance and commercial vessels:
It is also interesting to compare this approach with the guidance found in the British Admiralty’s Manual of Seamanship for commercial vessels, which states L = 1.5 √Y, where Y is measured in metres and chain length L in shackles (90 ft). This guidance is independent of wind strength, windage area and chain thickness. It is – I believe – a guidance for up to 60 kn of wind strength. Consequently, for most scenarios, it turns out this guidance is a very conservative one, which means yes, one is on the safe side, but also, the swinging circle of the vessel is much larger than really needed. It is not a useful guidance for recreational vessels. You would not make any friends at most popular anchorages… 😉
For now I have created two explorative digests for commercial vessels. One for Aeff = 1000 m2, and another one for 2000 m2. The choice of chains has been such that they cover a wide range: 56 mm, 81 mm and 102 mm. Likely this means that not all combinations of Aeff and chain thickness make sense. However, it is meant to show the impact these choices have. For those interested in scaling laws: The 102 mm chain is about a factor 100 heavier than the 10 mm chain. Consequently, the curves for Aeff = 2000 m2 and a 102 mm chain are very close to those for Aeff = 20 m2 and a 10 mm chain – you’ll find that the parameter a is almost identical in both cases. 🙂
I have currently no real good feeling for how strong large commercial vessels move about at anchor when in a severe storm. Presumably much less than smaller vessels do. Waves that would get a small vessel into serious trouble would just bounce off a large vessel. For now I have just assumed some values and looked at the results, but with further insight this may require reassessment…
As expected, the guidance given by the British Admiralty is safe in the vast majority of cases. However, corner cases do seem to exist: Extremely large swell head–on, a very thin chain or an excessive windage area of the vessel may all result in the British Admiralty guidance being inadequate in a severe storm. But then again, professional ship designers will know that and fit their vessels with an appropriately thick chain! 🙂
In any case, though, the discussion above about the sweet spot when the chain is working best in terms of elasticity is relevant also for larger vessels – particularly so when they can only rely on the chain and cannot use any other means to absorb energy temporarily.
Please note that a variant of the BA guidance exists for heavy chains of certain type: L = √Y, where Y is again measured in metres and L in shackles (90 ft).
Energy dissipating effects:
So far we have not really discussed effects that allow energy dissipation (as opposed to temporary energy storage) – and as such are useful for us, as they quench some of the energy coming in via swell or gusts. One such effect is related to the chain getting dragged through the water as the vessel pulls on it in all kinds of directions. This is a highly irregular movement and we will not attempt to model it. Just to hint at one complication: This dragging of the chain would have to be calculated relative to the water surrounding it, but in a swell, there is a lot of irregular motion of the water and this becomes a daunting task.
Still, to get some idea about what amount of energy dissipation we are talking about, let us look at a VERY simple model, where the chain is a straight line connecting the anchor with the vessel. Furthermore, we assume that the vessel is moving with a velocity v perpendicular to the chain (of length L), i.e., the chain is rotating as a stiff rod around the anchor, through motionless water. The energy dissipated per second by having the chain drag through the water, P, is then easily given by
P = ¼ ρch L v3
where ρch is the chain’s dragging coefficient. For a 10 mm chain one finds experimentally ρch =~ 1.2 N s2/m3. Thus, a 50 m chain that is moving with 1 m/s at its end is dissipating only about 15 J/s. This is not a lot! And worse, this energy dissipation only dampens the swinging of the vessel at anchor from one extreme side to the other, but it does not help to reduce the energy that needs to get temporarily stored in the chain and snubber in a shock load. Not directly, anyway.
This additional – and more relevant – energy dissipation happens when the chain gets straightened and lifted off the seabed. But again, this contribution will be at most in the same ball park as above, more likely less.
We thus conclude that this effect is minor and may well be ignored in the calculation. In any case, it works in favour for us… 🙂
An online calculator for the chain / rode length that appears to be using the same catenary approach and same model for the energy burst to be absorbed as potential energy of the chain as I do. It can also include the effects of snubbers and bridles, and can also do a mix of chain and rope: http://svamanda.dk/anchor/intro
Another online calculator which also summarises a lot of the underlying maths: https://awelina.com/anchor_rode/rode_length.html
A set of EXCEL sheets to calculate chain / rode lengths, anchor loads as a function of time, you name it. Gusts and swell are modelled differently than I have done it: http://alain.fraysse.free.fr/sail/rode/rode.htm
A simple catenary calculator can also be found here (with an obvious mistake in the formula shown, but the program appears to be correct): http://abc-moorings.weebly.com/catenary-calculator.html
This one I find a bit difficult to use (plus it is operating with ft and lb, which is not my world 😉 ). Also, it seems not geared towards anchoring: https://www.spaceagecontrol.com/calccabl.htm
And here is a simple calculator for working out the wind force given wind speed and effective windage area: https://www.engineeringtoolbox.com/wind-load-d_1775.html
Some empirical data on anchor loads: https://www.practical-Asailor.com/sails-rigging-deckgear/the-load-on-your-rode
And the famous late Robert Smith’s Ground Tackle Load Tables interpolating real measurements of anchor loads for a variety of vessels: http://www.plaisance-pratique.com/IMG/pdf/30-17-Smith.pdf
This publication contains already a lot of the essential results presented by me as far as static and dynamic anchoring is concerned, or the advice to flee into deeper water when the anchor loads induced by swell are getting too large: http://northpacificresearch.com/downloads/anchor_load_revealed.pdf
Some very useful tips and interesting tests of snubbers / bridles can be found here: https://www.practical-sailor.com/sails-rigging-deckgear/anchor-snubber-shock-load-test and here: https://www.sailmagazine.com/cruising/anchor-snubber-tips
My favourite anchor testing source, SV Panope: https://www.youtube.com/user/flygoodwin
Discussion on Tuamotu’s Anchoring technique: https://www.cruisersforum.com/forums/showthread.php?p=3202648&posted=1#post3202648