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#11
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![]() "otnmbrd" wrote in message nk.net... Donal wrote: Are there people out there who are too stupid to take a running fix???? Not sure what you're grumbling about. These are "shortcuts" and means of estimating a distance you will be off when abeam of an object and are all part of and ways of, performing a running fix, with quick math solutions. They've been used by many sailors for years .... mayhaps you should try to learn to use them .... add to your knowledge base, as it were..... I would always double check my calculations anyway(with a proper plot) .... wouldn't you? So I wouldn't save any time by using the short cut!!! It only takes a few seconds to plot a running fix. Why would you bother with a short cut? Regards Donal -- |
#12
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![]() Donal wrote: I would always double check my calculations anyway(with a proper plot) .... wouldn't you? These are proper plots, part of a running fix, with quick estimates to back up other parts of your plot and calculations, for distance off estimates. So I wouldn't save any time by using the short cut!!! G The idea is not to save time ....it's to quickly gain some useful information to back up other aspects of your running fix and especially useful if you only have the single charted point that you can use to get your fix. It only takes a few seconds to plot a running fix. Why would you bother with a short cut? It's called "cross checking" or "double checking" ..... most good navigators use things like this as backup checks on what they are seeing or doing ..... cost nothing and keeps you busy and focused. otn |
#13
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"Donal" wrote in message ...
"otnmbrd" wrote in message ink.net... Actually, I find that many in the group are more current and up to date on many areas of navigation, than I am. Correct! And very correct if your talking about navigation with no external imputs! Joe MSV RedCloud Regards Donal -- |
#14
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"Wally" wrote in message ...
Joe wrote: Im still amazed at wallys answer. May I ask why? Sorry Wally, I did not read your second answer. Joe MSV RedCloud |
#15
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Joe wrote:
"Wally" wrote in message ... Joe wrote: Im still amazed at wallys answer. May I ask why? Sorry Wally, I did not read your second answer. The second one was just to correct a number. -- Wally www.artbywally.com www.wally.myby.co.uk/music |
#16
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![]() "Joe" wrote in message om... "Donal" wrote in message ... "otnmbrd" wrote in message ink.net... Actually, I find that many in the group are more current and up to date on many areas of navigation, than I am. Correct! And very correct if your talking about navigation with no external imputs! How would you know? You've admitted that you wouldn't have a clue how to navigate without your electronic aids. In fact, you've claimed that it would be impossible! Joe MSV RedMist Regards Donal -- |
#17
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![]() "otnmbrd" wrote in message ink.net... Donal wrote: I would always double check my calculations anyway(with a proper plot) ..... wouldn't you? These are proper plots, part of a running fix, with quick estimates to back up other parts of your plot and calculations, for distance off estimates. So I wouldn't save any time by using the short cut!!! G The idea is not to save time ....it's to quickly gain some useful information to back up other aspects of your running fix and especially useful if you only have the single charted point that you can use to get your fix. It only takes a few seconds to plot a running fix. Why would you bother with a short cut? It's called "cross checking" or "double checking" ..... most good navigators use things like this as backup checks on what they are seeing or doing ..... cost nothing and keeps you busy and focused. Hmmmm! If you are any good at mental arithmetic, then you should be able to form an opinion directly from your observation. You will then double check it, by plotting it on a chart. However, I will conceed that if you are unable to do basic sums in your head, then you might have to use these short cuts. I would like to stress that we are *all* able to better at mental arithmetic than we think. Regards Donal -- |
#18
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![]() Donal wrote: "otnmbrd" wrote in message ink.net... Donal wrote: I would always double check my calculations anyway(with a proper plot) .... wouldn't you? These are proper plots, part of a running fix, with quick estimates to back up other parts of your plot and calculations, for distance off estimates. So I wouldn't save any time by using the short cut!!! G The idea is not to save time ....it's to quickly gain some useful information to back up other aspects of your running fix and especially useful if you only have the single charted point that you can use to get your fix. It only takes a few seconds to plot a running fix. Why would you bother with a short cut? It's called "cross checking" or "double checking" ..... most good navigators use things like this as backup checks on what they are seeing or doing ..... cost nothing and keeps you busy and focused. Hmmmm! If you are any good at mental arithmetic, then you should be able to form an opinion directly from your observation. You will then double check it, by plotting it on a chart. However, I will conceed that if you are unable to do basic sums in your head, then you might have to use these short cuts. I would like to stress that we are *all* able to better at mental arithmetic than we think. Three steps to a better Donal the Navigator: 1. Learn what these special case are. 2. Learn how to use them. 3. Go sailing and use them. Then and only then, come back and we will discuss their merits and shortcomings. Until then, you are making assumptions based on scanty information.....afaic, trolling. (I'm ready to lump this with the Rules nonsense). otn |
#19
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![]() If you are any good at mental arithmetic, then you should be able to form an opinion directly from your observation. You will then double check it, by plotting it on a chart. However, I will conceed that if you are unable to do basic sums in your head, then you might have to use these short cuts. I would like to stress that we are *all* able to better at mental arithmetic than we think. Regards Donal Using one of these pairs of bearings will give you distance off when the object is abeam. Combine the distance off with a bearing when it's abeam and you have a FIX, do you not? Better than a running fix. Isn't it? Sorry but I'm new at this coastal navigation stuff. Mark E. Williams |
#20
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![]() Maynard G. Krebbs wrote: Using one of these pairs of bearings will give you distance off when the object is abeam. Combine the distance off with a bearing when it's abeam and you have a FIX, do you not? Better than a running fix. Isn't it? Sorry but I'm new at this coastal navigation stuff. Mark E. Williams The problem with these cases is that set and drift become a factor and you need a reliable source/ estimate, for speed. Best bet, is still, multiple bearings on a number of charted points, at a particular time or point. All of these methods are tools you can use for verification of other methods and to narrow the errors which can arise. otn |
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