Neeves
Well-Known Member
I am the first to agree the amount of time and effort in making the videos across a range of seabeds and then editing the videos is a huge investment. It shows extraordinary dedication and patience. Sadly that investment is completely wasted if the test protocols are not valid. Of course if the tests are valid then the results are invaluable. The problem is that the results are contradicted by the comments here, for example Vyv's post, as the photographs Vyv provided, I recall, are indicative there are flaws in the protocols. Generalising if Rocna was a s 'bad' as indicated in the spread sheet I find it extraordinary that there are not more negative posts of Rocna performance over, say, the last 10 years. In general posts here on YBW over the last 10-15 years have all been favourable - though there is the thought people are so sensitive to anchor threads they don't like to raise their head too high above the parapet. But it is not only posts on YBW, there are other sailing forum.
, and though I don't invest much time in other forum I think I would detect some concern of Rocna performance were it aired. Basically both UK and N American owners all seem unconcerned at any issues with Rocna (and no-one would equate its performance with a CQR).
Interestingly though people praise and rave over the Panope work - no-one raises the contradiction that Rocna, the previous darling, now comes at the bottom of the pack. This seems to be indicative that NormanS' comment has merit - its about fashion (and a lack of discernment). Historically the previous hero was 'Pictures of Anchors setting' where convex anchors were canned - now the convex anchor, Excel is top of the pack. People have short and selective memories - and or - don't question.
There are other contradictions which may be as a result of definition of 'mud' or 'soft'. Fortress Chesapeake tests underlined that most anchors are a complete waste of time in soupy mud - this is not distilled in the spread sheet above and I can confirm from my own experience that an Excel, CQR and Spade are unreliable in soupy mud and only Fortress instills a measure of confidence in the hold developed. Mantus M1 was one of the best of a bad bunch in soupy mud but you would need a huge model to be reliable (size does matter in this seabed) - but then it is simply a fluke anchor (like Fortress/Danforth with a fixed shank/fluke). This does underline that anchors are a compromise - there is no one perfect anchor and some anchors work exceptionally well in some seabeds and are average, or poor, in others.
I personally think the protocols are flawed - the test procedure is swift , aggressive and dramatic and this does not reflect reality. Winds do vary by 180 degrees but seldom does this occur in seconds (say 60) it takes minutes (many). Sadly to test for a realistic wind shift would lead to really tedious videos and would demand days of work not a few hours. You are not going to be a hero making videos of grass grown, paint drying or filming a realistic simulation of a wind shift on an anchor
I also find it extraordinary that ultimate hold has been discarded in favour of video and the chosen test protocols (without question). There is a thought that an anchor that develops good hold will be more secure in a wind shift and the Forum evidence does suggest that anchors that develop good hold, Rocna, Spade are also reliable under 'real' weather. Ultimate hold lifted Rocna and Spade to the top of the pack in 2006 and in subsequent tests, Voile et Voileurs (also reported by YM or YW) - they are the same anchor now as then - if ultimate hold is flawed - I'd like to see a bit more repeatable evidence.
I find it difficult to deduce that aluminium anchors are not as good as their steel counterparts - the difference between a steel and aluminium Spade in terms of performance is undetectable (on the spreadsheet above) and the difference between the steel and aluminium Excel on the spreadsheet is large (and does not reflect our hands on experience (and the aluminium Excel is not much different in performance to the Rocna 2020).
Another example of questionable evaluation is the galvanising column. Chipping of gal on sharp edges can be minimised by not having sharp edges but galavanising does not only protect the area covered but also protects surrounding areas. Galvanising life is a function of galvanising thickness -a thin gal coating will abrade more quickly - but no mention of gal thickness. So have a thick, well adhered gal coating and you are not given credit......
It is easy to be critical of test protocols much more difficult to offer constructive comment. I think the procedure need considerable refinement and the variation in load direction (on which much of the conclusions are based) needs to be conducted at much slower speeds - and then the initial slow veer tests compared with the current results - to identify if the changes are sensible. But to continue the work with the same protocols where results are in total contradiction to the 'real world' - seems a complete waste of time (and money).
Take care, stay safe
Jonathan
Interestingly though people praise and rave over the Panope work - no-one raises the contradiction that Rocna, the previous darling, now comes at the bottom of the pack. This seems to be indicative that NormanS' comment has merit - its about fashion (and a lack of discernment). Historically the previous hero was 'Pictures of Anchors setting' where convex anchors were canned - now the convex anchor, Excel is top of the pack. People have short and selective memories - and or - don't question.
There are other contradictions which may be as a result of definition of 'mud' or 'soft'. Fortress Chesapeake tests underlined that most anchors are a complete waste of time in soupy mud - this is not distilled in the spread sheet above and I can confirm from my own experience that an Excel, CQR and Spade are unreliable in soupy mud and only Fortress instills a measure of confidence in the hold developed. Mantus M1 was one of the best of a bad bunch in soupy mud but you would need a huge model to be reliable (size does matter in this seabed) - but then it is simply a fluke anchor (like Fortress/Danforth with a fixed shank/fluke). This does underline that anchors are a compromise - there is no one perfect anchor and some anchors work exceptionally well in some seabeds and are average, or poor, in others.
I personally think the protocols are flawed - the test procedure is swift , aggressive and dramatic and this does not reflect reality. Winds do vary by 180 degrees but seldom does this occur in seconds (say 60) it takes minutes (many). Sadly to test for a realistic wind shift would lead to really tedious videos and would demand days of work not a few hours. You are not going to be a hero making videos of grass grown, paint drying or filming a realistic simulation of a wind shift on an anchor
I also find it extraordinary that ultimate hold has been discarded in favour of video and the chosen test protocols (without question). There is a thought that an anchor that develops good hold will be more secure in a wind shift and the Forum evidence does suggest that anchors that develop good hold, Rocna, Spade are also reliable under 'real' weather. Ultimate hold lifted Rocna and Spade to the top of the pack in 2006 and in subsequent tests, Voile et Voileurs (also reported by YM or YW) - they are the same anchor now as then - if ultimate hold is flawed - I'd like to see a bit more repeatable evidence.
I find it difficult to deduce that aluminium anchors are not as good as their steel counterparts - the difference between a steel and aluminium Spade in terms of performance is undetectable (on the spreadsheet above) and the difference between the steel and aluminium Excel on the spreadsheet is large (and does not reflect our hands on experience (and the aluminium Excel is not much different in performance to the Rocna 2020).
Another example of questionable evaluation is the galvanising column. Chipping of gal on sharp edges can be minimised by not having sharp edges but galavanising does not only protect the area covered but also protects surrounding areas. Galvanising life is a function of galvanising thickness -a thin gal coating will abrade more quickly - but no mention of gal thickness. So have a thick, well adhered gal coating and you are not given credit......
It is easy to be critical of test protocols much more difficult to offer constructive comment. I think the procedure need considerable refinement and the variation in load direction (on which much of the conclusions are based) needs to be conducted at much slower speeds - and then the initial slow veer tests compared with the current results - to identify if the changes are sensible. But to continue the work with the same protocols where results are in total contradiction to the 'real world' - seems a complete waste of time (and money).
Take care, stay safe
Jonathan


