Notes Upon Least Squares And Geodesy : Prepared for Use in Cornell University
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In our eReader you can find the full English version of the book. Read Notes Upon Least Squares And Geodesy : Prepared for Use in Cornell University Online - link to read the book on full screen. Our eReader also allows you to upload and read Pdf, Txt, ePub and fb2 books. In the Mini eReder on the page below you can quickly view all pages of the book - Read Book Notes Upon Least Squares And Geodesy : Prepared for Use in Cornell University
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1 At 0| A| D| Shese corrections ifhea applied will not disturb the azimuth adjustment- BO that the length and direction of any line itill be the same computed from either end of the ohainv 43. ADjySTMSHT POB LATITQDS AND WSGITUDE. The observed latitude and longitude would not check throughout the chain due to local deflection of the plumb line.
In joining new work to oli adjusted work at two points, as in filling in secondary triangulation-.the junction side computed through the new work must, ...be parallel to the old (azimuth equation), must have the same length (base line equation), and must oo'inoide in position at one end , which is best effeoted by a latitude and longitude equation-. This last can be introduced in the figure adjustment, but the discrepancy in good work will be so small that the equation can he omitted in the first ad- justment, and the error in latitude and in longitude distributed as in' a land survey without serious loss of accuracy. Bach station can then be reduced to center by the method given' in Part II, making the figure consistent throughout.
What to read after Notes Upon Least Squares And Geodesy : Prepared for Use in Cornell University?
You can find similar books in the "Read Also" column, or choose other free books by C L Charles Lee Crandall to read onlineMoreLess
To quickly assess the difficulty of the text, read a short excerpt:
1 At 0| A| D| Shese corrections ifhea applied will not disturb the azimuth adjustment- BO that the length and direction of any line itill be the same computed from either end of the ohainv 43. ADjySTMSHT POB LATITQDS AND WSGITUDE. The observed latitude and longitude would not check throughout the chain due to local deflection of the plumb line.
In joining new work to oli adjusted work at two points, as in filling in secondary triangulation-.the junction side computed through the new work must, ...be parallel to the old (azimuth equation), must have the same length (base line equation), and must oo'inoide in position at one end , which is best effeoted by a latitude and longitude equation-. This last can be introduced in the figure adjustment, but the discrepancy in good work will be so small that the equation can he omitted in the first ad- justment, and the error in latitude and in longitude distributed as in' a land survey without serious loss of accuracy. Bach station can then be reduced to center by the method given' in Part II, making the figure consistent throughout.
What to read after Notes Upon Least Squares And Geodesy : Prepared for Use in Cornell University?
You can find similar books in the "Read Also" column, or choose other free books by C L Charles Lee Crandall to read onlineMoreLess
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