West_Bounding_Coordinate: -157.92 East_Bounding_Coordinate: -156.89 North_Bounding_Coordinate: 63.14 South_Bounding_Coordinate: 62.53FOX HILLS: (Holy Cross and Iditarod quadrangles)
West_Bounding_Coordinate: -159.35 East_Bounding_Coordinate: -158.59 North_Bounding_Coordinate: 62.30 South_Bounding_Coordinate: 62.14BEAVER CREEK: (Iditarod quadrangle)
West_Bounding_Coordinate: -157.71 East_Bounding_Coordinate: -157.16 North_Bounding_Coordinate: 62.53 South_Bounding_Coordinate: 62.25
Burns, L.E., Fugro Airborne Surveys Corp., and Fugro GeoServices, Inc., 2013, Southern Dishna River, Fox Hills, and Beaver Creek survey areas: Airborne Magnetic and electromagnetic data in line (point), grid, vector, and map formats, Iditarod, Ophir, and Holy Cross quadrangles, western Alaska: Geophysical Report GPR 2013-1, State of Alaska, Department of Natural Resources, Division of Geological & Geophysical Surveys (DGGS), Fairbanks, AK, USA.Online Links:
Planar coordinates are encoded using row and column
Abscissae (x-coordinates) are specified to the nearest 25
Ordinates (y-coordinates) are specified to the nearest 25
Planar coordinates are specified in meters
The horizontal datum used is North American Datum of 1927.
The ellipsoid used is Clarke 1866.
The semi-major axis of the ellipsoid used is 6378206.4.
The flattening of the ellipsoid used is 1/294.978698.
//Flight 3053 //Date 2012/10/27 Line 40010 Followed by all records for points sampled along Line 40010. (Pattern is repeated for each line number).(Source: L.E. Burns & Fugro Airborne Surveys)
LINE TYPES and SYMBOLS:
Traverse lines - oriented nominally N20W (heading of 160 degrees)
Tie lines - oriented nominally N70E (heading of 70 degrees)
Border lines - present inside and parallel to the survey
tract border where traverse or tie lines
are not parallel to the border.
Traverse lines - 'L' (GDB file); 'LINE' (XYZ file).
Tie and border lines - 'T' (GDB file); 'TIE' (XYZ file).
LINE NUMBERS
Planned flight lines increase by 10 in a consistent fashion.
For this project, traverse line numbers increase from SW to
NE; tie line numbers increase from north to south; and
border line numbers increase in a clockwise direction.
When more than one uninterrupted flight traverse was needed
to complete a planned flight line, the fifth digit of the line
number is increased by '1' for each new flight segment/version.
MAIN LINE NUMBERS:
Dishna
Lowest Traverse lines (SW): L40010
Highest Traverse lines (NE): L41790
Lowest Tie Lines: T49010
Highest Tie Lines: T49110
Lowest Border Lines: T49121
Highest Border Lines: T49230
Range of values | |
---|---|
Minimum: | 554519.62 |
Maximum: | 608487.07 |
Units: | m |
Range of values | |
---|---|
Minimum: | 6935056.42 |
Maximum: | 7000987.44 |
Units: | m |
The attribute measurement resolution is 0.1 second. The values increase from the beginning of a flight to the end. Only FIDs during production flights are included in the database.
Range of values | |
---|---|
Minimum: | 62.5435090 |
Maximum: | 63.1237402 |
Units: | degrees |
Range of values | |
---|---|
Minimum: | -157.9406338 |
Maximum: | -156.8546699 |
Units: | degrees |
One helicopter (B-2) was used for the Dishna block. Helidas 13 was used for the first Dishna flight ('005') that acquired data. Helidas 3 acquired all remaining data for the Dishna survey. Values in the linedata channel for the Dishna survey include 13005, and an intermittent sequence from 3015 to 3054.
Range of values | |
---|---|
Minimum: | 2012/09/15 |
Maximum: | 2012/10/28 |
Units: | day |
Range of values | |
---|---|
Minimum: | 12.97 |
Maximum: | 112.62 |
Units: | m |
Range of values | |
---|---|
Minimum: | 8.03 |
Maximum: | 116.43 |
Units: | m |
Range of values | |
---|---|
Minimum: | 102.58 |
Maximum: | 777.20 |
Units: | m |
Range of values | |
---|---|
Minimum: | 32.43 |
Maximum: | 721.05 |
Units: | m |
Range of values | |
---|---|
Minimum: | 55468.28 |
Maximum: | 55819.14 |
Units: | nT |
Range of values | |
---|---|
Minimum: | -86.08 |
Maximum: | 138.91 |
Units: | nT |
Range of values | |
---|---|
Minimum: | 54303.22 |
Maximum: | 60885.57 |
Units: | nT |
Range of values | |
---|---|
Minimum: | 54303.22 |
Maximum: | 60885.57 |
Units: | nT |
Range of values | |
---|---|
Minimum: | 54343.65 |
Maximum: | 60881.77 |
Units: | nT |
Range of values | |
---|---|
Minimum: | 55606.03 |
Maximum: | 55862.19 |
Units: | nT |
Range of values | |
---|---|
Minimum: | -1432.81 |
Maximum: | 5102.29 |
Units: | nT |
Range of values | |
---|---|
Minimum: | 54292.09 |
Maximum: | 60821.19 |
Units: | nT |
Range of values | |
---|---|
Minimum: | -1007.05 |
Maximum: | 773.44 |
Units: | ppm |
Range of values | |
---|---|
Minimum: | -12.75 |
Maximum: | 728.68 |
Units: | ppm |
Range of values | |
---|---|
Minimum: | -241.98 |
Maximum: | 208.21 |
Units: | ppm |
Range of values | |
---|---|
Minimum: | -3.98 |
Maximum: | 184.01 |
Units: | ppm |
Range of values | |
---|---|
Minimum: | -209.99 |
Maximum: | 384.65 |
Units: | ppm |
Range of values | |
---|---|
Minimum: | -19.84 |
Maximum: | 260.49 |
Units: | ppm |
Range of values | |
---|---|
Minimum: | -760.45 |
Maximum: | 1421.43 |
Units: | ppm |
Range of values | |
---|---|
Minimum: | -39.46 |
Maximum: | 1101.60 |
Units: | ppm |
Range of values | |
---|---|
Minimum: | -556.54 |
Maximum: | 2120.97 |
Units: | ppm |
Range of values | |
---|---|
Minimum: | -68.12 |
Maximum: | 3306.84 |
Units: | ppm |
Range of values | |
---|---|
Minimum: | -1006.94 |
Maximum: | 773.73 |
Units: | ppm |
Range of values | |
---|---|
Minimum: | 0.32 |
Maximum: | 728.56 |
Units: | ppm |
Range of values | |
---|---|
Minimum: | -244.43 |
Maximum: | 206.60 |
Units: | ppm |
Range of values | |
---|---|
Minimum: | -1.77 |
Maximum: | 184.40 |
Units: | ppm |
Range of values | |
---|---|
Minimum: | -213.27 |
Maximum: | 385.23 |
Units: | ppm |
Range of values | |
---|---|
Minimum: | -6.07 |
Maximum: | 260.63 |
Units: | ppm |
Range of values | |
---|---|
Minimum: | -761.23 |
Maximum: | 1421.56 |
Units: | ppm |
Range of values | |
---|---|
Minimum: | 4.72 |
Maximum: | 1101.58 |
Units: | ppm |
Range of values | |
---|---|
Minimum: | -561.87 |
Maximum: | 2121.18 |
Units: | ppm |
Range of values | |
---|---|
Minimum: | 12.35 |
Maximum: | 3306.77 |
Units: | ppm |
Range of values | |
---|---|
Minimum: | 0.30 |
Maximum: | 1325 |
Units: | ohm�m |
Range of values | |
---|---|
Minimum: | 1.67 |
Maximum: | 10750 |
Units: | ohm�m |
Range of values | |
---|---|
Minimum: | 7.01 |
Maximum: | 15710.22 |
Units: | ohm�m |
Range of values | |
---|---|
Minimum: | -72.51 |
Maximum: | 319.96 |
Units: | m |
Range of values | |
---|---|
Minimum: | -57.42 |
Maximum: | 70.74 |
Units: | m |
Range of values | |
---|---|
Minimum: | -45.56 |
Maximum: | 19.94 |
Units: | m |
Range of values | |
---|---|
Minimum: | -64.00 |
Maximum: | 104.15 |
Units: | unitless |
Range of values | |
---|---|
Minimum: | -45.19 |
Maximum: | 105.26 |
Units: | unitless |
Range of values | |
---|---|
Minimum: | 0.00 |
Maximum: | 1.52 |
Units: | unitless |
Range of values | |
---|---|
Minimum: | 0.00 |
Maximum: | 0.04 |
Units: | unitless |
Range of values | |
---|---|
Minimum: | 0.00 |
Maximum: | 0.23 |
Units: | unitless |
//Flight 4094 //Date 2012/10/24 Line 60010 Followed by all records for points sampled along Line 60010. (Pattern is repeated for each line number).(Source: L.E. Burns & Fugro Airborne Surveys)
LINE TYPES and SYMBOLS:
Traverse lines � oriented nominally N20W (heading of 160 degrees)
Tie lines - oriented nominally N70E (heading of 70 degrees)
Border lines - present inside and parallel to the survey
tract border where traverse or tie lines
are not parallel to the border.
Traverse lines � 'L' (GDB file); 'LINE' (XYZ file).
Tie and border lines - 'T' (GDB file); 'TIE' (XYZ file).
LINE NUMBERS
Planned flight lines increase by 10 in a consistent fashion.
For this project, traverse line numbers increase from SW to
NE; tie line numbers increase from north to south; and
border line numbers increase in a clockwise direction.
When more than one uninterrupted flight traverse was needed
to complete a planned flight line, the fifth digit of the line
number is increased by '1' for each new flight segment/version.
MAIN LINE NUMBERS:
FoxHills
Lowest Traverse lines(SW): L60010
Highest Traverse lines(NE): L61000
Lowest Tie Lines: T69010
Highest Tie Lines: T69050
Lowest Border Lines: T69060
Highest Border Lines: T69160
Range of values | |
---|---|
Minimum: | 481681.92 |
Maximum: | 521307.60 |
Units: | m |
Range of values | |
---|---|
Minimum: | 6889631.32 |
Maximum: | 6907110.22 |
Units: | m |
The attribute measurement resolution is 0.1 second. The values increase from the beginning of a flight to the end. Only FIDs during production flights are included in the database.
Range of values | |
---|---|
Minimum: | 62.1397998 |
Maximum: | 62.2961265 |
Units: | degrees |
Range of values | |
---|---|
Minimum: | -159.3545631 |
Maximum: | -158.5917447 |
Units: | degrees |
Range of values | |
---|---|
Minimum: | 4090 |
Maximum: | 4098 |
Units: | flight |
Range of values | |
---|---|
Minimum: | 2012/10/24 |
Maximum: | 2012/10/27 |
Units: | day |
Range of values | |
---|---|
Minimum: | 22.59 |
Maximum: | 78.55 |
Units: | m |
Range of values | |
---|---|
Minimum: | 21.13 |
Maximum: | 78.42 |
Units: | m |
Range of values | |
---|---|
Minimum: | 60.50 |
Maximum: | 602.35 |
Units: | m |
Range of values | |
---|---|
Minimum: | 26.48 |
Maximum: | 562.93 |
Units: | m |
Range of values | |
---|---|
Minimum: | 55582.01 |
Maximum: | 55597.00 |
Units: | nT |
Range of values | |
---|---|
Minimum: | -10.59 |
Maximum: | 4.40 |
Units: | nT |
Range of values | |
---|---|
Minimum: | 52388.49 |
Maximum: | 57441.22 |
Units: | nT |
Range of values | |
---|---|
Minimum: | 52388.49 |
Maximum: | 57441.22 |
Units: | nT |
Range of values | |
---|---|
Minimum: | 52392.67 |
Maximum: | 57445.93 |
Units: | nT |
Range of values | |
---|---|
Minimum: | 55388.72 |
Maximum: | 55473.76 |
Units: | nT |
Range of values | |
---|---|
Minimum: | -3062.14 |
Maximum: | 1976.96 |
Units: | nT |
Range of values | |
---|---|
Minimum: | 52362.96 |
Maximum: | 57401.53 |
Units: | nT |
Range of values | |
---|---|
Minimum: | -96.11 |
Maximum: | 717.82 |
Units: | ppm |
Range of values | |
---|---|
Minimum: | 0.61 |
Maximum: | 541.30 |
Units: | ppm |
Range of values | |
---|---|
Minimum: | -27.54 |
Maximum: | 142.87 |
Units: | ppm |
Range of values | |
---|---|
Minimum: | -4.97 |
Maximum: | 156.90 |
Units: | ppm |
Range of values | |
---|---|
Minimum: | -27.67 |
Maximum: | 308.49 |
Units: | ppm |
Range of values | |
---|---|
Minimum: | -0.37 |
Maximum: | 238.31 |
Units: | ppm |
Range of values | |
---|---|
Minimum: | -59.83 |
Maximum: | 1054.10 |
Units: | ppm |
Range of values | |
---|---|
Minimum: | 6.33 |
Maximum: | 825.07 |
Units: | ppm |
Range of values | |
---|---|
Minimum: | -25.12 |
Maximum: | 1728.81 |
Units: | ppm |
Range of values | |
---|---|
Minimum: | 37.49 |
Maximum: | 789.37 |
Units: | ppm |
Range of values | |
---|---|
Minimum: | -99.26 |
Maximum: | 713.56 |
Units: | ppm |
Range of values | |
---|---|
Minimum: | 0.07 |
Maximum: | 541.71 |
Units: | ppm |
Range of values | |
---|---|
Minimum: | -30.19 |
Maximum: | 142.91 |
Units: | ppm |
Range of values | |
---|---|
Minimum: | -4.44 |
Maximum: | 157.01 |
Units: | ppm |
Range of values | |
---|---|
Minimum: | -27.22 |
Maximum: | 308.22 |
Units: | ppm |
Range of values | |
---|---|
Minimum: | 1.41 |
Maximum: | 244.19 |
Units: | ppm |
Range of values | |
---|---|
Minimum: | -59.97 |
Maximum: | 1054.05 |
Units: | ppm |
Range of values | |
---|---|
Minimum: | 6.82 |
Maximum: | 833.54 |
Units: | ppm |
Range of values | |
---|---|
Minimum: | -25.34 |
Maximum: | 1728.84 |
Units: | ppm |
Range of values | |
---|---|
Minimum: | 37.48 |
Maximum: | 790.30 |
Units: | ppm |
Range of values | |
---|---|
Minimum: | 0.06 |
Maximum: | 1325 |
Units: | ohm�m |
Range of values | |
---|---|
Minimum: | 0.83 |
Maximum: | 8632.46 |
Units: | ohm�m |
Range of values | |
---|---|
Minimum: | 10.87 |
Maximum: | 18100.85 |
Units: | ohm�m |
Range of values | |
---|---|
Minimum: | -35.08 |
Maximum: | 111.80 |
Units: | m |
Range of values | |
---|---|
Minimum: | -38.48 |
Maximum: | 71.26 |
Units: | m |
Range of values | |
---|---|
Minimum: | -32.37 |
Maximum: | 31.59 |
Units: | m |
Range of values | |
---|---|
Minimum: | -34.19 |
Maximum: | 78.54 |
Units: | unitless |
Range of values | |
---|---|
Minimum: | -6.75 |
Maximum: | 53.17 |
Units: | unitless |
Range of values | |
---|---|
Minimum: | 0.00 |
Maximum: | 0.00 |
Units: | unitless |
Range of values | |
---|---|
Minimum: | 0.00 |
Maximum: | 0.00 |
Units: | unitless |
Range of values | |
---|---|
Minimum: | 0.00 |
Maximum: | 0.00 |
Units: | unitless |
//Flight 3054 //Date 2012/10/28 Line 50010 Followed by all records for points sampled along Line 10010. (Pattern is repeated for each line number).(Source: L.E. Burns & Fugro Airborne Surveys)
LINE TYPES and SYMBOLS:
Traverse lines � oriented nominally N20W (heading of 160 degrees)
Tie lines - oriented nominally N70E (heading of 70 degrees)
Border lines - present inside and parallel to the survey
tract border where traverse or tie lines
are not parallel to the border.
Traverse lines � 'L' (GDB file); 'LINE' (XYZ file).
Tie and border lines - 'T' (GDB file); 'TIE' (XYZ file).
LINE NUMBERS
Planned flight lines increase by 10 in a consistent fashion.
For this project, traverse line numbers increase from SW to
NE; tie line numbers increase from north to south; and
border line numbers increase in a clockwise direction.
When more than one uninterrupted flight traverse was needed
to complete a planned flight line, the fifth digit of the line
number is increased by '1' for each new flight segment/version.
MAIN LINE NUMBERS:
BeaverCk
Lowest Traverse lines(SW): L50010
Highest Traverse lines(NE): L50770
Lowest Tie Lines: T59010
Highest Tie Lines: T59060
Lowest Border Lines: T59070
Highest Border Lines: T59170
Range of values | |
---|---|
Minimum: | 566615.37 |
Maximum: | 595794.27 |
Units: | m |
Range of values | |
---|---|
Minimum: | 6902855.96 |
Maximum: | 6933910.75 |
Units: | m |
The attribute measurement resolution is 0.1 second. The values increase from the beginning of a flight to the end. Only FIDs during production flights are included in the database.
Range of values | |
---|---|
Minimum: | 62.2483707 |
Maximum: | 62.5271700 |
Units: | degrees |
Range of values | |
---|---|
Minimum: | -157.7107234 |
Maximum: | -157.1501231 |
Units: | degrees |
Two helicopters (B-2) were used for the Beaver Creek block. Values in the linedata channel for the this survey include flights between 3054 to 3065, and 4099 to 4102.
Range of values | |
---|---|
Minimum: | 2012/10/28 |
Maximum: | 2012/11/02 |
Units: | day |
Range of values | |
---|---|
Minimum: | 11.54 |
Maximum: | 121.94 |
Units: | m |
Range of values | |
---|---|
Minimum: | 9.34 |
Maximum: | 123.06 |
Units: | m |
Range of values | |
---|---|
Minimum: | 154.90 |
Maximum: | 707.10 |
Units: | m |
Range of values | |
---|---|
Minimum: | 123.65 |
Maximum: | 669.09 |
Units: | m |
Range of values | |
---|---|
Minimum: | 55319.37 |
Maximum: | 55484.44 |
Units: | nT |
Range of values | |
---|---|
Minimum: | -165.03 |
Maximum: | 4.33 |
Units: | nT |
Range of values | |
---|---|
Minimum: | 55296.18 |
Maximum: | 55595.92 |
Units: | nT |
Range of values | |
---|---|
Minimum: | 55296.18 |
Maximum: | 55595.92 |
Units: | nT |
Range of values | |
---|---|
Minimum: | 55367.04 |
Maximum: | 55602.24 |
Units: | nT |
Range of values | |
---|---|
Minimum: | 55529.13 |
Maximum: | 55636.07 |
Units: | nT |
Range of values | |
---|---|
Minimum: | -214.90 |
Maximum: | 8.87 |
Units: | nT |
Range of values | |
---|---|
Minimum: | 55367.23 |
Maximum: | 55586.87 |
Units: | nT |
Range of values | |
---|---|
Minimum: | -17.35 |
Maximum: | 57.28 |
Units: | ppm |
Range of values | |
---|---|
Minimum: | 2.86 |
Maximum: | 202.54 |
Units: | ppm |
Range of values | |
---|---|
Minimum: | -4.95 |
Maximum: | 21.45 |
Units: | ppm |
Range of values | |
---|---|
Minimum: | -0.4 |
Maximum: | 65.88 |
Units: | ppm |
Range of values | |
---|---|
Minimum: | -9.77 |
Maximum: | 103.41 |
Units: | ppm |
Range of values | |
---|---|
Minimum: | -8.91 |
Maximum: | 175.77 |
Units: | ppm |
Range of values | |
---|---|
Minimum: | -0.84 |
Maximum: | 376.97 |
Units: | ppm |
Range of values | |
---|---|
Minimum: | 11.35 |
Maximum: | 772.03 |
Units: | ppm |
Range of values | |
---|---|
Minimum: | 22.84 |
Maximum: | 1324.05 |
Units: | ppm |
Range of values | |
---|---|
Minimum: | 11.17 |
Maximum: | 3429.34 |
Units: | ppm |
Range of values | |
---|---|
Minimum: | -13.12 |
Maximum: | 54.91 |
Units: | ppm |
Range of values | |
---|---|
Minimum: | 2.69 |
Maximum: | 202.36 |
Units: | ppm |
Range of values | |
---|---|
Minimum: | -3.53 |
Maximum: | 20.4 |
Units: | ppm |
Range of values | |
---|---|
Minimum: | -0.41 |
Maximum: | 65.97 |
Units: | ppm |
Range of values | |
---|---|
Minimum: | -0.84 |
Maximum: | 103.59 |
Units: | ppm |
Range of values | |
---|---|
Minimum: | 2.75 |
Maximum: | 175.74 |
Units: | ppm |
Range of values | |
---|---|
Minimum: | 0.45 |
Maximum: | 377.12 |
Units: | ppm |
Range of values | |
---|---|
Minimum: | 10.73 |
Maximum: | 771.97 |
Units: | ppm |
Range of values | |
---|---|
Minimum: | 23.12 |
Maximum: | 1324.38 |
Units: | ppm |
Range of values | |
---|---|
Minimum: | 10.60 |
Maximum: | 3428.81 |
Units: | ppm |
Range of values | |
---|---|
Minimum: | 47.81 |
Maximum: | 1325 |
Units: | ohm�m |
Range of values | |
---|---|
Minimum: | 45.14 |
Maximum: | 5347.72 |
Units: | ohm�m |
Range of values | |
---|---|
Minimum: | 35.94 |
Maximum: | 2272.85 |
Units: | ohm�m |
Range of values | |
---|---|
Minimum: | -56.58 |
Maximum: | 117.79 |
Units: | m |
Range of values | |
---|---|
Minimum: | -35.21 |
Maximum: | 30.59 |
Units: | m |
Range of values | |
---|---|
Minimum: | -35.12 |
Maximum: | 10.77 |
Units: | m |
Range of values | |
---|---|
Minimum: | -16.22 |
Maximum: | 31.01 |
Units: | unitless |
Range of values | |
---|---|
Minimum: | -29.42 |
Maximum: | 51.92 |
Units: | unitless |
Range of values | |
---|---|
Minimum: | 0.00 |
Maximum: | 1.48 |
Units: | unitless |
Range of values | |
---|---|
Minimum: | 0.00 |
Maximum: | 0.04 |
Units: | unitless |
Range of values | |
---|---|
Minimum: | 0.00 |
Maximum: | 0.21 |
Units: | unitless |
The Geosoft grid consists of one file (.GRD). Each ER Mapper grid consists of two files, a header (projection) file (.ERS) and a data file (no extension). Both ER Mapper files are necessary to view a grid or to convert it to another software format. In addition, Geosoft projection files (GI) are included for both Geosoft and ER Mapper grids files, which automatically sets the projection of the grid in the associated software if the appropriate GI file is placed in the same directory as the grid.
Each ER Mapper grid consists of two files, a header (projection) file (.ERS) and a data file (no extension). Both ER Mapper files are necessary to view a grid or to convert it to another software format. (Source: Fugro Airborne Surveys)
Grid file
Grid file
Grid file
Grid file
Grid file
Grid file
Grid file
Grid file
Grid file
Grid file
Geotiff file
Geotiff file
Geotiff file
Geotiff file
Geotiff file
Geotiff file
Geotiff file
Geotiff file
Geotiff file
Geotiff file
KMZ file
KMZ file
KMZ file
KMZ file
KMZ file
KMZ file
KMZ file
KMZ file
KMZ file
Each file format (DXF and shape file) contains the same information. A DXF file (e.g. XXX_magRMI.dxf) contains the information in layers within the file, and the shape file format consists of each layer as a separate file (e.g. XXX_magRMI_1, XXX_magRMI_2, XXX_magRMI_3, and XXX_magRMI_4). Most sets of shape files in this publication contain 4 or 5 files. Each type of contours is only described once in the 'Attribute' items below. Please refer to the map legends for appropriate line widths and particular label placement. Neither the DXF nor the shape files are attributed. All labeling is done through individual non-text characters, e.g. line number 60010 would be represented by 5 individual characters instead of one number. Sometimes the numbers or letters are formed from disconnected lines and/or arcs.(Source: Fugro Airborne Surveys)
vector file
vector file
vector file
vector file
vector file
vector file
a continuous line is used for each flight line; short tics are used for 10 second fiducial marks; larger tics are used for 50 second fiducial marks; 'numbers' for the line numbers, flight numbers, and tics are non-editable text. The end of a flight line that is labeled with both the line number and the flight number, instead of just the line number, is the indicator for the start of the flight.
vector file
vector file
map in PDF and HPGL/2 formats
map in PDF and HPGL/2 formats
map in PDF and HPGL/2 formats
map in PDF and HPGL/2 formats
map in PDF and HPGL/2 formats
map in PDF and HPGL/2 formats
map in PDF and HPGL/2 formats
map in PDF and HPGL/2 formats
map in PDF and HPGL/2 formats
map in PDF and HPGL/2 formats
map in PDF and HPGL/2 formats
map in PDF and HPGL/2 formats
map in PDF and HPGL/2 formats
map in PDF and HPGL/2 formats
map in PDF and HPGL/2 formats
map in PDF and HPGL/2 formats
map in PDF and HPGL/2 formats
map in PDF and HPGL/2 formats
map in PDF and HPGL/2 formats
map in PDF and HPGL/2 formats
map in PDF and HPGL/2 formats
map in PDF and HPGL/2 formats
map in PDF and HPGL/2 formats
map in PDF and HPGL/2 formats
map in PDF and HPGL/2 formats
map in PDF and HPGL/2 formats
map in PDF and HPGL/2 formats
map in PDF and HPGL/2 formats
map in PDF and HPGL/2 formats
map in PDF and HPGL/2 formats
map in PDF and HPGL/2 formats
map in PDF and HPGL/2 formats
map in PDF and HPGL/2 formats
map in PDF and HPGL/2 formats
map in PDF and HPGL/2 formats
map in PDF and HPGL/2 formats
map in PDF and HPGL/2 formats
map in PDF and HPGL/2 formats
map in PDF and HPGL/2 formats
map in PDF and HPGL/2 formats
map in PDF and HPGL/2 formats
map in PDF and HPGL/2 formats
map in PDF and HPGL/2 formats
map in PDF and HPGL/2 formats
map in PDF and HPGL/2 formats
map in PDF and HPGL/2 formats
map in PDF and HPGL/2 formats
map in PDF and HPGL/2 formats
map in PDF and HPGL/2 formats
map in PDF and HPGL/2 formats
map in PDF and HPGL/2 formats
map in PDF and HPGL/2 formats
Thirteen maps are included for each area. All maps in this publication are at a scale of 1:63,360 (inch-to-a-mile). One map sheet each is needed to cover the Fox Hills and Beaver Creek areas. Two map sheets, labeled 'A' (north) and 'B' (south), are needed to cover the Dishna survey area at a scale of 1:63,360 (inch-to-a-mile).
Funding was provided by the Alaska State Legislature the DGGS Airborne Geophysical/Geological Mineral Inventory (AGGMI) program.
The survey was part of the Alaska Airborne Geophysical/Geological Mineral Inventory Program funded by the Alaska State Legislature and managed by State of Alaska, Department of Natural Resources (DNR), Division of Geological & Geophysical Surveys (DGGS). The program seeks to catalyze private-sector mineral development investment. The program delineates mineral zones on Alaska state lands that: 1) have major economic value; 2) can be developed in the short term to provide high quality jobs for Alaska; and 3) will provide economic diversification to help offset the loss of Prudhoe Bay oil revenue.
Akima, H., 1970, A new method of interpolation and smooth curve fitting based on local procedures: Journal of the Association of Computing Machinery v. 7, no. 4.Online Links:
- None
Fraser, D.C., 1978, Resistivity mapping with an airborne multicoil electromagnetic system: Geophysics v. 43.Online Links:
- None
Alaska Department of Natural Resources - Land Records Information Section, 1995, Alaska PLSS Section Grid: State of Alaska, Department of Natural Resources, Division, Land Records Information Section (LRIS), <http://mapper.landrecords.info/> (Anchorage, Alaska).Online Links:
Flights were performed with the Aerospatiale AS-350-B2 helicopter for the Dishna area and most of the Beaver Creek area. The Aerospatiale AS-350-B3 helicopter was used for the Fox Hills area and one of the flights in the Beaver Creek survey area. Further information is in the linedata 'Entity_Attribute' sections. The helicopters were flown at a mean terrain clearance of 200 feet (61 m) on a heading of N20W (a heading of 160 degrees) for the flight lines for all the areas. Line spacing was one-quarter mile (402.3 m). Tie lines were flown on a heading of 70 degrees, perpendicular to the flight lines, and were spaced at intervals of approximately 3 miles (4,828 m).
Novatel OEM4-G2L Global Positioning Systems were used for navigation and flight path recovery. The helicopter positions were derived every 0.5 seconds (2 Hz); the ground GPS base station data were collected at 1.0 second (1 Hz) intervals. The use of the differentially-corrected base station data results in a positional accuracy of better than five meters. The positional xy data are interpolated from 2 Hz to 10 Hz. Flight path positions were projected onto the Clarke 1866 (UTM zone 4N) spheroid, 1927 North American datum using a central meridian (CM) of 159 degrees, a north constant of 0, and an east constant of 500,000.
Data sources used in this process:
The calculated magnetic tilt grid (XXX_TiltDer) is the angle between the horizontal gradient and the total vertical gradient, and is useful for identifying the depth and type of magnetic source. The tilt angle is positive over the source, crosses through zero at, or near, the edge of a vertical sided source, and is negative outside the source zone. It has the added advantage of responding equally well to shallow and deep sources and is able to resolve deeper sources that may be masked by larger responses caused by shallower sources.
The first vertical derivative grid was calculated using a fast Fourier transform (FFT) based frequency-domain filtering algorithm. The vertical gradient algorithm enhances the response of magnetic bodies in the upper 500 m and attenuates the response of deeper bodies. The resulting (calculated) vertical gradient grid (XXX_1VD) provides better definition and resolution of near-surface magnetic units and helps to identify weak magnetic features that may not be evident in the total field data.
All magnetic and derivative derivative magnetic grids were then resampled from the 80-m cell size down to a 25-m cell size using a modified Akima (1970) technique to produce the maps and final grids contained in this publication. When resampling the grids to a 25-m cell size, the original grids are scanned to determine the minimum and maximum values which the new grids are then limited to, avoiding extreme extrapolation errors between lines.
Data sources used in this process:
EM data were sampled at 0.1 second intervals. The EM system responds to bedrock conductors, conductive overburden, and cultural sources. The EM inphase and quadrature data were drift corrected using base level data collected at high altitude (areas of no signal). Along-line filters are applied to the data to remove spheric spikes. The data were inspected for variations in phase, and a phase correction was applied to the data if necessary.
The apparent resistivity and apparent depth were then calculated from the inphase and quadrature data for all coplanar frequencies. The calculation used the pseudo-layer (or buried) half-space model defined by Fraser (1978). This model consists of a resistive layer overlying a conductive half-space (or pseudo-layer). The apparent depth is defined as the sensor-source distance minus the measured altitude of the sensor above the ground. The apparent depth channels estimate the depth of a conductive half-space. The calculated apparent depth is the depth to the top of this conductive layer. The apparent depth (or thickness) parameter will be positive when the upper layer is more resistive than the underlying material, in which case the apparent depth may be quite close to the true depth, assuming it is a buried half-space and the altimeter is correct. The apparent depth will be negative when the upper layer is more conductive than the underlying material, and will be zero when a homogeneous half-space exists. The apparent depth parameter must be interpreted cautiously because it will contain any errors that might exist in the measured altitude of the EM bird (e.g., as caused by a dense tree cover). Manual leveling of the inphase and quadrature of each coil pair, based on the resistivity data and comparisons to the data from the other frequencies, was performed. Automated micro-leveling is carried out in areas of low signal.
The EM data were interpolated onto a regular 80-m grid using a modified Akima (1970) technique. The resulting grids were subjected to a 3x3 Hanning filter and resampled to a 25-m cell size before contouring and map production. When resampling the grids to a 25-m cell size, the original grids are scanned to determine the minimum and maximum values which the new grids are then limited to, avoiding extreme extrapolation errors between lines.
Data sources used in this process:
Data sources used in this process:
Burns, L.E., Fugro Airborne Surveys Corp., and Fugro GeoServices, Inc., 2011, Iditarod survey area: Magnetic and electromagnetic line, grid, and vector data and maps, Innoko, Iditarod, and McGrath mining districts, Iditarod and Ophir quadrangles, western Alaska: Geophysical Report GPR 2011-2, State of Alaska, Department of Natural Resources, Division of Geological & Geophysical Surveys (DGGS), Fairbanks, AK, USA.Online Links:
Burns, L.E., Stevens Exploration Management Corp., and Fugro Airborne Surveys Corp., 2000, DVD containing profile data, gridded data, vector data, and location information of 2000 geophysical survey data for parts of the Aniak and Iditarod mining districts, southwestern Alaska: Geophysical Report GPR 2000-38, State of Alaska, Department of Natural Resources, Division of Geological & Geophysical Surveys (DGGS), Fairbanks, AK, USA.Online Links:
Stevens, Mark, and Fugro Airborne Surveys Corp., 2000, Project report of the geophysical survey of parts of the Aniak and Iditarod mining districts, southwestern Alaska:: Geophysical Report GPR 2000-40, State of Alaska, Department of Natural Resources, Division of Geological & Geophysical Surveys (DGGS), Fairbanks, AK, USA.Online Links:
Burns, L.E., Fugro Airborne Surveys Corp., and Fugro GeoServices, Inc., 2011, Iditarod survey area: Magnetic and electromagnetic line, grid, and vector data and maps, Innoko, Iditarod, and McGrath mining districts, Iditarod and Ophir quadrangles, western Alaska: Geophysical Report GPR 2011-2, State of Alaska, Department of Natural Resources, Division of Geological & Geophysical Surveys (DGGS), Fairbanks, AK, USA.Online Links:
Survey contracts specified the conditions and specifications under which these data were collected. Altimeter, heading, lag, and frequent EM calibrations were done. More information will be available in the project report to be published in the future.
The helicopter position was derived every 0.5 seconds using post-flight differential positioning to an accuracy of better than 1 m.
The laser altimeter ('ALTLAS_BIRD'), located in the bird (EM equipment and magnetometer housing), had a stated resolution of 0.10 meter. The ALTLAS_BIRD value may be unreliable over bodies of water where the laser returns are scattered.
The linedata files have very few missing values. More information is in 'gpr2013_001_linedata.txt'.
Data for this survey were collected by a single subcontractor (Fugro Airborne Surveys) who was responsible for collecting and processing the data.
Are there legal restrictions on access or use of the data?
- Access_Constraints:
- This report, map, and/or dataset is available directly from the State of Alaska, Department of Natural Resources, Division of Geological & Geophysical Surveys (see contact information below).
- Use_Constraints:
- Any hard copies or published datasets utilizing these datasets shall clearly indicate their source. If the user has modified the data in any way, the user is obligated to describe the types of modifications the user has made. The user specifically agrees not to misrepresent these datasets, nor to imply that changes made by the user were approved by the State of Alaska, Department of Natural Resources, Division of Geological & Geophysical Surveys. The State of Alaska makes no express or implied warranties (including warranties for merchantability and fitness) with respect to the character, functions, or capabilities of the electronic data or products or their appropriateness for any user's purposes. In no event will the State of Alaska be liable for any incidental, indirect, special, consequential, or other damages suffered by the user or any other person or entity whether from the use of the electronic services or products or any failure thereof or otherwise. In no event will the State of Alaska's liability to the Requestor or anyone else exceed the fee paid for the electronic service or product.
(907)451-5020 (voice)
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dggspubs@alaska.gov
GPR 2013-1
The State of Alaska makes no expressed or implied warranties (including warranties for merchantability and fitness) with respect to the character, functions, or capabilities of the electronic data or products or their appropriateness for any user's purposes. In no event will the State of Alaska be liable for any incidental, indirect, special, consequential, or other damages suffered by the user or any other person or entity whether from the use of the electronic services or products or any failure thereof or otherwise. In no event will the State of Alaska's liability to the Requestor or anyone else exceed the fee paid for the electronic service or product.
Current geophysics publications are available on paper or Mylar. Please ask for the maps to be printed from HPGL/2 files to ensure the best quality image. To purchase printed reports and maps, contact DGGS by phone (907-451-5020), e-mail (dggspubs@alaska.gov), or fax (907-451-5050). Payment accepted: cash, check, money order, VISA, or MasterCard.
Data format: | Geosoft binary float (GRD) (version Unknown) |
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Data format: | Geosoft ASCII (XYZ) (version Unknown) |
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Data format: | ESRI Shape (SHP) (version Unknown) |
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Data format: | PDF (version 1.5) |
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Data format: | HPGL/2 (version unknown) |
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Network links: |
<http://dx.doi.org/10.14509/26701> |
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Digital files on DVD are available for $10 plus shipping and are free when downloaded online.
Order by phone (907-451-5020), e-mail (dggspubs@alaska.gov), or fax (907-451-5050). Payment accepted: cash, check, money order, VISA, or MasterCard. The geophysics page of the DGGS web site (<http://www.dggs.alaska.gov/pubs/geophysics>) has geophysical order forms for this project and others.
Digital downloads: less than 30 minutes for most files. Free FTP access is available upon request for files not available on the web. Offline CD/DVD-ROMs: 1-2 weeks unless special arrangements are made and an express fee is paid.
DGGS publications are available as free online downloads or you may purchase paper hard-copies or digital files on CD/DVD or other digital storage media over the counter, by mail, phone, fax, or email from the DGGS Fairbanks office. Turnaround time is 1-2 weeks unless special arrangements are made and an express fee is paid. Shipping charge will be the actual cost of postage and will be added to the total amount due. Contact us for exact shipping amount.
Software with ability to use, import, or convert Geosoft float GRD, Geosoft binary GDB or ASCII XYZ files, Autocad DXF files, ESRI Shape files, Adobe Acrobat PDF, Google Earth files, and text files. Free downloadable interfaces to view or convert the gridded and dxf files are available at the Geosoft Web site (<http://www.geosoft.com>; Oasis Montaj viewer). The KMZ files can be dragged and dropped into the 'My Places' folder of the free downloadable 'Google Earth' software. Freeware software 'printfile' (<http://www.lerup.com/printfile/>) prints HPGL/2 files easily on compatible printers. The HPGL/2 files have brighter colors and sharper topography than the PDF maps and should be used for printing when possible. The PDF format maps are the only maps digitally viewable in this publication.
(907)451-5020 (voice)