Posted By Alan Cook on 1/31/2010 at 9:14 AM
I performed a solar observation the other day with 12 observations, 6 direct, 6 reverse. The results of those observations are as follows:
1. S33°27'15"E
2. S33°27'17"E
3. S33°27'19"E
4. S33°27'17"E
5. S33°27'21"E
6. S33°27'18"E
7. S33°27'23"E
8. S33°27'22"E
9. S33°27'25"E
10. S33°27'13"E
11. S33°27'19"E
12. S33°27'16"E
My question is this; what is the standard deviation of that set and is standard deviation the same thing as standard error when applied to this scenario?
I don't have a strong background in statistics, but I'm trying to learn. I really want to start applying Least Squares analysis to my work.
For the record, I came up with a standard deviation of 3.3". The observations were made with a Topcon GTS 302 instrument, backsighting a prism on a tripod and tribrach that were in good adjustment at a distance of 583.80 feet. The DIN specs on that instrument list it as having an angular accuracy of 3". The observations were Trailing edge method.
I realize that by following certain guidelines posted here once before that I can test the angular accuracy of my instrument and come up with real world accuracies, provided I come to grips with statistics, hence, I need to know that what I'm doing when it comes to computing standard error is correct.
Thanks for the help.
alan
To read the rest of this thread go to www.i-boards.com/bnp/pob/messages.asp?MsgID=1526360&ThreadID=143914&IsResponse=False#1526360.
I performed a solar observation the other day with 12 observations, 6 direct, 6 reverse. The results of those observations are as follows:
1. S33°27'15"E
2. S33°27'17"E
3. S33°27'19"E
4. S33°27'17"E
5. S33°27'21"E
6. S33°27'18"E
7. S33°27'23"E
8. S33°27'22"E
9. S33°27'25"E
10. S33°27'13"E
11. S33°27'19"E
12. S33°27'16"E
My question is this; what is the standard deviation of that set and is standard deviation the same thing as standard error when applied to this scenario?
I don't have a strong background in statistics, but I'm trying to learn. I really want to start applying Least Squares analysis to my work.
For the record, I came up with a standard deviation of 3.3". The observations were made with a Topcon GTS 302 instrument, backsighting a prism on a tripod and tribrach that were in good adjustment at a distance of 583.80 feet. The DIN specs on that instrument list it as having an angular accuracy of 3". The observations were Trailing edge method.
I realize that by following certain guidelines posted here once before that I can test the angular accuracy of my instrument and come up with real world accuracies, provided I come to grips with statistics, hence, I need to know that what I'm doing when it comes to computing standard error is correct.
Thanks for the help.
alan
To read the rest of this thread go to www.i-boards.com/bnp/pob/messages.asp?MsgID=1526360&ThreadID=143914&IsResponse=False#1526360.


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