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Hauling, Rod-loading.
Scott Seidman wrote:
" wrote in news:gfd4pm$s8e : Braking the line does bend the rod, as long as the rod is at an angle to the line. Then how can you posit that rod loading is only a small effect? Some years ago we had quite a discussion about whether hauling loads the rod. The consensus was that the major effect of hauling is to increase line speed, but I maintained that it does, in fact, load the rod (i.e., increases the bend in the rod) to some degree. This seems quite obvious to me based on an elementary physical principle, namely Newton's Second Law of Motion, F=ma. The haul has the effect of accelerating the line, producing a force at the rod tip of m*a (a vector pointing in the direction of the cast). Think of this force as what causes the line to accelerate. Following Newton's Third Law of Motion, this force is counteracted by an equal and opposite force -m*a (a vector pointing in the opposite direction), which has the effect of loading the rod to some degree. The question is by how much. Not much to my surprise, several people, including MC, were adamant that a haul doesn't load the rod in even the slightest degree, and didn't seem to be able, or willing, to follow the simple physical argument that it must. Someone named ernie, who used to be a regular on ROFF, proposed an elegant experiment to settle the question. I won't describe the experiment now, but I actually carried it out, and was careful to describe it precisely so that anyone could replicate it if they wished. The result was that a haul could increase the load on the rod by approximately 10%. Admittedly, the experiment was crude, using only a few ordinary household materials, but the results were clear. Ironically, ernie was adamant on the wrong side of the question, and was proven wrong by his own quite brilliant experiment. He left roff after that, to my disappointment. He seemed like a good guy. You don't need lots of complicated equations to prove the effect, and you shouldn't even need an experiment. All you need is f=ma. -- Cut "to the chase" for my email address. |
Hauling, Rod-loading.
On Nov 11, 6:38*pm, Scott Seidman wrote:
NO PRESSING NEED AT ALL-please don't waste any valuable time on this." IMHO, if he believes you, you'll never hear from him again. :-) Joe F. |
Hauling, Rod-loading.
On Wed, 12 Nov 2008 00:13:05 +0100, "
wrote: I am not interested in your lies, bull****, or paranoid rantings, and I donīt suppose many others are either. I donīt care what you write, and I wont reply to you again. Translation: "I really didn't have it published. It was just a dream of mine and Fortenberry caught me (again). Therefore, if I ignore him, he can not embarrass me again." Daveyboy |
Hauling, Rod-loading.
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Hauling, Rod-loading.
rw wrote:
... Ironically, ernie was adamant on the wrong side of the question, and was proven wrong by his own quite brilliant experiment. He left roff after that, to my disappointment. He seemed like a good guy. ... Not that you implied such, but I don't believe that's why Ernie left roff. He was indeed a very clever guy. He sent me one of his knot contraptions, an ingenious piece of red plastic with notched wheels and features too numerous to mention which was small enough to fit in the vest. He included an instruction sheet which gave detailed instructions on how to use the contraption to tie just about any knot you'd ever need astream. Thanks for that blast from roff past. -- Ken Fortenberry |
Hauling, Rod-loading.
Scott Seidman wrote:
" wrote in news:gfd5o2 : That says nothing at all about the actual magnitude of the forces involved, and it also does not mention braking the line. You might give reading your own document a try: "Pulling back on a line which is already unrolled will of course merely brake it. This also demonstrates how hauling works, it does not accelerate the line, or load the rod much, it increases system tension, mainly line tension, which is converted to momentum." I'm trying to figure out how you can make an argument for "tension" being the mechanism without bringing rod loading, which feels like the MAIN factor to me, in as the main effect. It just seems a bit silly to try to unlink these obviously linked differential equations. I suppose the big question is "Does double hauling have a much smaller effect if the rod is rigid?" When a line is already extended, pulling back on it will increase tension to some extent, and it will also load the rod, but it will also brake the line. My reasons for developing this theory, that tension is the main factor in casting, was because I didnīt like the other theories. They are far more complex, more difficult to explain, they donīt cover all the factors involved, and they donīt help people to cast any better. It is always assumed that rod loading is the main factor, and it is also assumed that hauling increases line speed, and laods the rod. Line tension is ignored. Even static experiments with rod and line demonstrate conclusively that tension is a major force in the affair. The largely unsstisfactorily explained effect of hauling, ( usually by using "line speed", or "rod loading") is also perfectly well explained if one considers line tension. Under normal circumstances the casting sytem consists of bott rod and line, The rod is loaded, and the line is tensioned. In some cases the "line load" is explained as "kinetic ebergy", but this cannnot be true, as a line under tension etill has tension with out moving at all. The increased momentum provided by kinetic energy only materialises when the tension is released. There are lots of other points as well, where tension easily explains all tzhe factors and results. None of the other currenttheories do this. |
Hauling, Rod-loading.
When a line is already extended, pulling back on it will increase tension to some extent, and it will also load the rod, but it will also brake the line. That statement applies to the forward delivery, when the line has been cast. It also applies to the haul, but that would be at a different point in the cast, which also increases tension, and accelerates the line. |
Hauling, Rod-loading.
Also, the explanations given for a cast "collapsing", or otherwise
failing, can not be explained satisfactorily by using rod loading or "line speed". Lack of tension explains it immediately, simply, and can quite easily be demonstrated. As soon as anybody sees this done, and hears the explanation ( lack of, or erratic tension), they never do it again. |
Hauling, Rod-loading.
On 11 Nov 2008 23:38:35 GMT, Scott Seidman
wrote: Scott Seidman wrote in . 1.4: wrote in news:8253922c-f68a-427b-b571- : Pulling back on a line which is already unrolled will of course merely brake it. Even an unrolled line that is completely stationary will have inertia, and in this case the unrolled line isn't necessarily stationary. If you're braking the line, this has to bend the rod. I just emailed an expert with at least a half dozen academic articles on fly casting in journals of sports mechanics and mechanical engineering, as follows: "I'm having a little argument about fly rod loading and the double haul that you might be able to help with, if you have the time. I've chased down some of your articles, but I can find reference to the haul. What's the mechanism for the stronger cast? Is it increased line speed, an improved load on the rod, or are these inseparable. Thanks for your help. NO PRESSING NEED AT ALL-please don't waste any valuable time on this." We'll see what we get back. And I will accept his word. Sheesh. I know very little about a turbo charged high performance engine, but I surely know something about driving a high performance car. My grandsons know absolutely nothing about the physics of casting, but I will guarantee they can out-cast anyone on roff, including all the "mathematicians". And their double hauls are a thing to behold. Btw, they aren't very good fly fishers. They sure can cast, however. Dave |
Hauling, Rod-loading.
On Nov 11, 7:26*pm, Scott Seidman wrote:
That and my sig with departmental affiliations are there to convince him I'm not a net loon (I didn't list his name so as to discourage casual contact). *I've gotten a number of simple inquiries from academics outside my field over the years, and so long as they're polite, I tend to answer out of professional courtesy. *I'd be surprised if I got no answer at all. *The answer might well be "I have no time, sorry", but given his CV, I suspect he's given this some consideration. Although I was being a bit snarky, I've been down this road before. I'm a hopeless engineer and have come to realize that I too much enjoy trying to explain the **** I love. This has led me to teach graduate stuff at a local U; but it also occasionally gets me into occasional online discussions for which I've tried to learn my limitations in relating left brain stuff to folks with a decent right brain aptitude. Good gawd, I got into the most lengthy structural engineering discussion with some CT nut about column buckling a couple years ago. WAFWOT that was. Nothing to do with the present discussion necessarily. |
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