Annual Report (or Report) of the Secretary of War, Volume 2, Part 4U.S. Government Printing Office, 1902 |
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Page 2814
... azimuth at intervals of about 10 miles . While this plan was carried out in the field , the tapes available for use ... azimuths observed with the field transit showed some larger discrepancies than could be attributed to the ...
... azimuth at intervals of about 10 miles . While this plan was carried out in the field , the tapes available for use ... azimuths observed with the field transit showed some larger discrepancies than could be attributed to the ...
Page 2818
... azimuths of the triangulated lines were furnished the topographer each night for use the following day , enabling approximately correct azimuth to be carried on the stadia line . Except in a few cases the stadia lines were run between ...
... azimuths of the triangulated lines were furnished the topographer each night for use the following day , enabling approximately correct azimuth to be carried on the stadia line . Except in a few cases the stadia lines were run between ...
Page 2840
... azimuth , or 1 in 500 in distance , was corrected by re - tracing the lines in the field . Elevations above lake surface were determined for all stadia stakes and such other points as necessary to locate 10 - foot contours . The ...
... azimuth , or 1 in 500 in distance , was corrected by re - tracing the lines in the field . Elevations above lake surface were determined for all stadia stakes and such other points as necessary to locate 10 - foot contours . The ...
Page 2840
... azimuth , or 1 in 500 in distance , was corrected by re - tracing the lines in the field . Elevations above lake surface were determined for all stadia stakes and such other points as necessary to locate 10 - foot contours . The ...
... azimuth , or 1 in 500 in distance , was corrected by re - tracing the lines in the field . Elevations above lake surface were determined for all stadia stakes and such other points as necessary to locate 10 - foot contours . The ...
Page 2850
... Azimuth . Back azimuth . To stations . Distances . Loga- rithms . Madeline No. 4 .. 46 51 55. 944 1,727.6 90. " " /心 O Bayfield 46 49 28.476 879.3 90 47 56. 272 1,192.8 36 57 43. 01 350 19 09.53 346 33 23.50 216 56 19.90 170 19 37.03 ...
... Azimuth . Back azimuth . To stations . Distances . Loga- rithms . Madeline No. 4 .. 46 51 55. 944 1,727.6 90. " " /心 O Bayfield 46 49 28.476 879.3 90 47 56. 272 1,192.8 36 57 43. 01 350 19 09.53 346 33 23.50 216 56 19.90 170 19 37.03 ...
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Common terms and phrases
amount appropriated approved August authorized azimuth Back azimuth bridge built canal channel Chief of Engineers Clair Clair River completed construction Continuing improvement contract corner of section corporation Corps of Engineers Creek cubic yards depth Detroit River dikes discharge district dredging East East Base ENGINEER OFFICE expended feet wide foot G. L. GILLESPIE gauge Geodetic hereby House Document Numbered hundred Huron Improving harbor inches Island July June 30 Lake Huron Lake Michigan Lake Superior Latitude length lengths-Continued light-house linear feet Lock longitude maintenance Marys River ment mile Mississippi Mississippi River mouth navigation October Oswego Park piers Point Provided Proviso railroad companies Railway Company repair reservoir road Secretary Secretary of War shore line side South span station street submitted in House survey Table of positions thereof thousand dollars tion triangulation Washington Washington Aqueduct West Base wharves