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A Community Devoted to the Preservation and Practice of Celestial Navigation and Other Methods of Traditional Wayfinding
Re: Dip Angles from Blue Hill Observatory
From: Paul Hirose
Date: 2013 Apr 03, 20:22 -0700
From: Paul Hirose
Date: 2013 Apr 03, 20:22 -0700
Bruce J. Pennino wrote: > On April 1, 2013 I went to Blue Hill Observatory near Boston. It is easy to reach and has(had) a National Geodetic Survey Station (Bench Mark BM) on the top of the mountain. I was told there is a clear view to the horizon over Massachusetts Bay to the NE. The BM PID MY 3472 is covered by an 18 " concrete base for a flag pole. Too bad the mark itself could not be found, as the station has a long history. Possibly the copper bolt that marks the station is original from 1845. http://www.ngs.noaa.gov/cgi-bin/ds2.prl?retrieval_type=by_pid&PID=MY3472 Now, about the height. Apparently it wasn't measured very accurately. If you search for PID MY3472 (Blue Hill) at the NGS site, the list of search hits shows a 1 in the H column (meaning first order horizontal station) and blank in the V column. So they don't consider the mark a vertical control station. The height determination was incidental to the horizontal survey. In this case, the height was computed by adjusting an old NGVD 29 vertical datum height, which in turn came from vertical angle observations. C&GS vertical angle procedure was to record six pointings, reversing face each time. "It is desirable that these observations be made between 12:00 noon and 4:00 P.M. since refraction is smaller and more constant during that part of the day." Each L/R pair was meaned to yield three determinations of zenith distance free of index error. If all three agreed within 10 seconds, the observation was complete. Such angles would have been observed both ways between Blue Hill and the other adjacent stations in the triangulation chain. A tie to a bench mark was desirable about every third quadrilateral in the chain. In other words, vertical angle height determinations at triangulation stations were a far cry from geodetic leveling. Nevertheless, is the height good enough for your purposes? If I had to guess, I'd say yes. Just don't think of it as a gold plated value. If you're really serious, maybe you could rent a GIS data collection GPS receiver. (The purchase price would be in the range of a quality sextant.) My old Magellan Promark X is repeatable to 1.0 meter RMS vertical with a 3 minute observation. By the way, I know only one way to create an URL like the one above: save one in your browser to serve as a prototype. Viewing a datasheet at the NGS site doesn't give a usable URL. However, the PID, which is shown at the beginning of each line, can be copied and pasted into a prototype URL in the obvious place. --