#include "defs.h"
datafile_rows_t unit_of_measure_row_0[] = {"UOM_CODE","UNIT_OF_MEAS_NAME","UNIT_OF_MEAS_TYPE","TARGET_UOM_CODE","FACTOR_B","FACTOR_C","REMARKS","INFORMATION_SOURCE","DATA_SOURCE","REVISION_DATE","CHANGE_ID","DEPRECATED ",NULL};
datafile_rows_t unit_of_measure_row_1[] = {"9001","metre","length","9001","1.0","1.0","Also known as International metre. SI standard unit.","ISO 1000.","EPSG","1995-06-02 00:00:00","","0 ",NULL};
datafile_rows_t unit_of_measure_row_2[] = {"9002","foot","length","9001","0.3048","1.0","","ISO 1000; 1958","EPSG","1995-06-02 00:00:00","","0 ",NULL};
datafile_rows_t unit_of_measure_row_3[] = {"9003","US survey foot","length","9001","12.0","39.37","Used in USA.","EPSG","EPSG","2000-05-07 00:00:00","99.99","0 ",NULL};
datafile_rows_t unit_of_measure_row_4[] = {"9005","Clarke's foot","length","9001","0.304797265","1.0","Assumes Clarke's 1865 ratio of 1 British foot = 0.304797265 French legal metres applies to the international metre.   Used in older Australian, southern African & British West Indian mapping.","Australian Land Information Group  www.auslig.gov.au/geodesy/histry.htm","EPSG","2001-01-21 00:00:00","97.234 99.99  2000.05","0 ",NULL};
datafile_rows_t unit_of_measure_row_5[] = {"9014","fathom","length","9001","1.8288","1.0","= 6 feet.","","EPSG","1995-06-02 00:00:00","","0 ",NULL};
datafile_rows_t unit_of_measure_row_6[] = {"9030","nautical mile","length","9001","1852.0","1.0","","","EPSG","1996-10-18 00:00:00","96.24","0 ",NULL};
datafile_rows_t unit_of_measure_row_7[] = {"9031","German legal metre","length","9001","1.0000135965","1.0","Used in Namibia.","Chief Directorate Surveys and Land Information; Mowbray; South Africa","EPSG","1997-06-16 00:00:00","","0 ",NULL};
datafile_rows_t unit_of_measure_row_8[] = {"9033","US survey chain","length","9001","792.0","39.37","Used in USA primarily for public lands cadastral work.","Bureau of Land Management technical bulletin 6 (1973) and Standard Field Tables 8th edition (1956).","EPSG","2000-05-07 00:00:00","99.99","0 ",NULL};
datafile_rows_t unit_of_measure_row_9[] = {"9034","US survey link","length","9001","7.92","39.37","Used in USA primarily for public lands cadastral work.","Bureau of Land Management technical bulletin 6 (1973) and Standard Field Tables 8th edition (1956).","EPSG","2000-05-07 00:00:00","99.99","0 ",NULL};
datafile_rows_t unit_of_measure_row_10[] = {"9035","US survey mile","length","9001","63360.0","39.37","Used in USA primarily for public lands cadastral work.","Bureau of Land Management technical bulletin 6 (1973) and Standard Field Tables 8th edition (1956).","EPSG","2000-05-07 00:00:00","99.99","0 ",NULL};
datafile_rows_t unit_of_measure_row_11[] = {"9036","kilometre","length","9001","1000.0","1.0","","ISO 1000.","EPSG","1998-11-11 00:00:00","","0 ",NULL};
datafile_rows_t unit_of_measure_row_12[] = {"9037","Clarke's yard","length","9001","0.914391795","1.0","=3 Clarke's feet.  Assumes Clarke's 1865 ratio of 1 British foot = 0.304797265 French legal metres applies to the international metre.   Used in older Australian, southern African & British West Indian mapping.","Australian Land Information Group  www.auslig.gov.au/geodesy/histry.htm","EPSG","2000-05-07 00:00:00","97.233  99.99","0 ",NULL};
datafile_rows_t unit_of_measure_row_13[] = {"9038","Clarke's chain","length","9001","20.11661949","1.0","=22 Clarke's yards.  Assumes Clarke's 1865 ratio of 1 British foot = 0.304797265 French legal metres applies to the international metre.   Used in older Australian, southern African & British West Indian mapping.","Australian Land Information Group  www.auslig.gov.au/geodesy/histry.htm","EPSG","2000-05-07 00:00:00","97.233  99.99","0 ",NULL};
datafile_rows_t unit_of_measure_row_14[] = {"9039","Clarke's link","length","9001","0.2011661949","1.0","=1/100 Clarke's chain. Assumes Clarke's 1865 ratio of 1 British foot = 0.304797265 French legal metres applies to the international metre.   Used in older Australian, southern African & British West Indian mapping.","Australian Land Information Group  www.auslig.gov.au/geodesy/histry.htm","EPSG","2000-05-07 00:00:00","97.233  99.99","0 ",NULL};
datafile_rows_t unit_of_measure_row_15[] = {"9040","British yard (Sears 1922)","length","9001","36.0","39.370147","Uses Sear's 1922 British yard-metre ratio as given by Bomford as 39.370147 inches per metre.  Used in East Malaysian and older New Zealand mapping.","G. Bomford \"Geodesy\" 2nd edition 1962; after J.S.Clark \"Remeasurement of the Old Length Standards\"; Empire Survey Review no. 90; 1953.","EPSG","2000-05-07 00:00:00","97.233  99.99","0 ",NULL};
datafile_rows_t unit_of_measure_row_16[] = {"9041","British foot (Sears 1922)","length","9001","12.0","39.370147","Uses Sear's 1922 British yard-metre ratio as given by Bomford as 39.370147 inches per metre.  Used in East Malaysian and older New Zealand mapping.","G. Bomford \"Geodesy\" 2nd edition 1962; after J.S.Clark \"Remeasurement of the Old Length Standards\"; Empire Survey Review no. 90; 1953.","EPSG","2000-05-07 00:00:00","97.233  99.99","0 ",NULL};
datafile_rows_t unit_of_measure_row_17[] = {"9042","British chain (Sears 1922)","length","9001","792.0","39.370147","Uses Sear's 1922 British yard-metre ratio as given by Bomford as 39.370147 inches per metre.  Used in East Malaysian and older New Zealand mapping.","G. Bomford \"Geodesy\" 2nd edition 1962; after J.S.Clark \"Remeasurement of the Old Length Standards\"; Empire Survey Review no. 90; 1953.","EPSG","2000-05-07 00:00:00","97.233  99.99","0 ",NULL};
datafile_rows_t unit_of_measure_row_18[] = {"9043","British link (Sears 1922)","length","9001","7.92","39.370147","Uses Sear's 1922 British yard-metre ratio as given by Bomford as 39.370147 inches per metre.  Used in East Malaysian and older New Zealand mapping.","G. Bomford \"Geodesy\" 2nd edition 1962; after J.S.Clark \"Remeasurement of the Old Length Standards\"; Empire Survey Review no. 90; 1953.","EPSG","2000-05-07 00:00:00","97.233  99.99","0 ",NULL};
datafile_rows_t unit_of_measure_row_19[] = {"9050","British yard (Benoit 1895 A)","length","9001","0.9143992","1.0","Uses Benoit's 1895 British yard-metre ratio as given by Clark as 0.9144992 metres per yard.  Used for deriving metric size of ellipsoid in Palestine.","J.S.Clark; \"Remeasurement of the Old Length Standards\"; Empire Survey Review no. 90; 1953.","EPSG","2000-05-07 00:00:00","97.233  99.99","0 ",NULL};
datafile_rows_t unit_of_measure_row_20[] = {"9051","British foot (Benoit 1895 A)","length","9001","0.9143992","3.0","Uses Benoit's 1895 British yard-metre ratio as given by Clark as 0.9144992 metres per yard.  Used for deriving metric size of ellipsoid in Palestine.","J.S.Clark; \"Remeasurement of the Old Length Standards\"; Empire Survey Review no. 90; 1953.","EPSG","2000-05-07 00:00:00","97.233  99.99","0 ",NULL};
datafile_rows_t unit_of_measure_row_21[] = {"9052","British chain (Benoit 1895 A)","length","9001","20.1167824","1.0","Uses Benoit's 1895 British yard-metre ratio as given by Clark as 0.9144992 metres per yard.  Used for deriving metric size of ellipsoid in Palestine.","J.S.Clark; \"Remeasurement of the Old Length Standards\"; Empire Survey Review no. 90; 1953.","EPSG","2000-05-07 00:00:00","97.233  99.99","0 ",NULL};
datafile_rows_t unit_of_measure_row_22[] = {"9053","British link (Benoit 1895 A)","length","9001","0.201167824","1.0","Uses Benoit's 1895 British yard-metre ratio as given by Clark as 0.9144992 metres per yard.  Used for deriving metric size of ellipsoid in Palestine.","J.S.Clark; \"Remeasurement of the Old Length Standards\"; Empire Survey Review no. 90; 1953.","EPSG","2000-05-07 00:00:00","97.233  99.99","0 ",NULL};
datafile_rows_t unit_of_measure_row_23[] = {"9060","British yard (Benoit 1895 B)","length","9001","36.0","39.370113","G. Bomford \"Geodesy\" 2nd edition 1962; after J.S.Clark \"Remeasurement of the Old Length Standards\"; Empire Survey Review no. 90; 1953.","G. Bomford \"Geodesy\" 2nd edition 1962; after J.S.Clark \"Remeasurement of the Old Length Standards\"; Empire Survey Review no. 90; 1953.","EPSG","2000-05-07 00:00:00","97.233  99.99","0 ",NULL};
datafile_rows_t unit_of_measure_row_24[] = {"9061","British foot (Benoit 1895 B)","length","9001","12.0","39.370113","Uses Benoit's 1895 British yard-metre ratio as given by Bomford as 39.370113 inches per metre.  Used in West Malaysian mapping.","G. Bomford \"Geodesy\" 2nd edition 1962; after J.S.Clark \"Remeasurement of the Old Length Standards\"; Empire Survey Review no. 90; 1953.","EPSG","2000-05-07 00:00:00","97.233  99.99","0 ",NULL};
datafile_rows_t unit_of_measure_row_25[] = {"9062","British chain (Benoit 1895 B)","length","9001","792.0","39.370113","Uses Benoit's 1895 British yard-metre ratio as given by Bomford as 39.370113 inches per metre.  Used in West Malaysian mapping.","G. Bomford \"Geodesy\" 2nd edition 1962; after J.S.Clark \"Remeasurement of the Old Length Standards\"; Empire Survey Review no. 90; 1953.","EPSG","2000-05-07 00:00:00","97.233  99.99","0 ",NULL};
datafile_rows_t unit_of_measure_row_26[] = {"9063","British link (Benoit 1895 B)","length","9001","7.92","39.370113","Uses Benoit's 1895 British yard-metre ratio as given by Bomford as 39.370113 inches per metre.  Used in West Malaysian mapping.","G. Bomford; \"Geodesy\"; 3rd edition 1975","EPSG","2000-05-07 00:00:00","97.233  99.99","0 ",NULL};
datafile_rows_t unit_of_measure_row_27[] = {"9070","British foot (1865)","length","9001","0.9144025","3.0","Uses Clark's estimate of 1853-1865 British foot-metre ratio of 0.9144025 metres per yard.  Used in 1962 and 1975 estimates of Indian foot.","J.S.Clark; \"Remeasurement of the Old Length Standards\"; Empire Survey Review no. 90; 1953.","EPSG","2000-05-07 00:00:00","97.233  99.99","0 ",NULL};
datafile_rows_t unit_of_measure_row_28[] = {"9080","Indian foot","length","9001","12.0","39.370142","Indian Foot = 0.99999566 British feet (A.R.Clarke 1865).  British yard (= 3 British feet) taken to be J.S.Clark's 1865 value of 0.9144025 metres.","G. Bomford; \"The Re-adjustment of the Indian Triangulation\"; Survey of India Professional Paper 28; 1939.","EPSG","2000-05-07 00:00:00","97.231  99.99","0 ",NULL};
datafile_rows_t unit_of_measure_row_29[] = {"9081","Indian foot (1937)","length","9001","0.30479841","1.0","Indian Foot = 0.99999566 British feet (A.R.Clarke 1865).  British foot taken to be 1895 Benoit value of 12/39.370113m.  Rounded to 8 decimal places as 0.30479841. Used from Bangladesh to Vietnam.  Previously used in India and Pakistan but superseded.","G. Bomford; \"The Re-adjustment of the Indian Triangulation\"; Survey of India Professional Paper 28; 1939.","EPSG","2000-05-07 00:00:00","97.231  99.99","0 ",NULL};
datafile_rows_t unit_of_measure_row_30[] = {"9082","Indian foot (1962)","length","9001","0.3047996","1.0","Indian Foot = 0.99999566 British feet (A.R.Clarke 1865).  British yard (3 feet) taken to be J.S. Clark's 1865 value of 0.9144025m. Rounded to 8 significant figures with a small error as 1 Ind ft=0.3048996m.  Used in Pakistan since metrication.","G. Bomford; \"Geodesy\"; 2nd edition 1962","EPSG","2000-05-07 00:00:00","97.231  99.99","0 ",NULL};
datafile_rows_t unit_of_measure_row_31[] = {"9083","Indian foot (1975)","length","9001","0.3047995","1.0","Indian Foot = 0.99999566 British feet (A.R.Clarke 1865).  British yard (3 feet) taken to be J.S. Clark's 1865 value of 0.9144025m. Rounded to 8 significant figures as 1 Ind ft=0.3048995m.  Used in India since metrication.","G. Bomford; \"Geodesy\"; 3rd edition 1975","EPSG","2000-05-07 00:00:00","97.231  99.99","0 ",NULL};
datafile_rows_t unit_of_measure_row_32[] = {"9084","Indian yard","length","9001","36.0","39.370142","Indian Foot = 0.99999566 British feet (A.R.Clarke 1865).  British yard (= 3 British feet) taken to be J.S.Clark's 1865 value of 0.9144025 metres.","G. Bomford; \"The Re-adjustment of the Indian Triangulation\"; Survey of India Professional Paper 28; 1939.","EPSG","2000-05-07 00:00:00","97.231  99.99","0 ",NULL};
datafile_rows_t unit_of_measure_row_33[] = {"9085","Indian yard (1937)","length","9001","0.91439523","1.0","Indian Foot = 0.99999566 British feet (A.R.Clarke 1865).  British foot taken to be 1895 Benoit value of 12/39.370113m.  Rounded to 8 decimal places as 0.30479841. Used from Bangladesh to Vietnam.  Previously used in India and Pakistan but superseded.","G. Bomford; \"The Re-adjustment of the Indian Triangulation\"; Survey of India Professional Paper 28; 1939.","EPSG","2000-05-07 00:00:00","97.231  99.99","0 ",NULL};
datafile_rows_t unit_of_measure_row_34[] = {"9086","Indian yard (1962)","length","9001","0.9143988","1.0","Indian Foot = 0.99999566 British feet (A.R.Clarke 1865).  British yard (3 feet) taken to be J.S. Clark's 1865 value of 0.9144025m. Rounded to 8 significant figures with a small error as 1 Ind ft=0.3048996m.  Used in Pakistan since metrication.","G. Bomford; \"Geodesy\"; 2nd edition 1962","EPSG","2000-05-07 00:00:00","97.231  99.99","0 ",NULL};
datafile_rows_t unit_of_measure_row_35[] = {"9087","Indian yard (1975)","length","9001","0.9143985","1.0","Indian Foot = 0.99999566 British feet (A.R.Clarke 1865).  British yard (3 feet) taken to be J.S. Clark's 1865 value of 0.9144025m. Rounded to 8 significant figures as 1 Ind ft=0.3048995m.  Used in India since metrication.","G. Bomford; \"Geodesy\"; 3rd edition 1975","EPSG","2000-05-07 00:00:00","97.231  99.99","0 ",NULL};
datafile_rows_t unit_of_measure_row_36[] = {"9093","Statute mile","length","9001","1609.344","1.0","=5280 feet","EPSG","EPSG","2000-03-07 00:00:00","","0 ",NULL};
datafile_rows_t unit_of_measure_row_37[] = {"9094","Gold Coast foot","length","9001","6378300.0","20926201.0","Used in Ghana and some adjacent parts of British west Africa prior to metrication, except for the metrication of projection defining parameters when British foot (Sears 1922) used.","Ordnance Survey International","EPSG","2001-01-21 00:00:00","2000.86","0 ",NULL};
datafile_rows_t unit_of_measure_row_38[] = {"9095","British foot (1936)","length","9001","0.3048007491","1.0","For the 1936 retriangulation OSGB defines the relationship of feet of 1796 to the International metre through log(1.48401603) exactly [=0.3048007491...]. Also used for metric conversions in Ireland.","1. \"The Retriangulation of Great Britain\", Ordnance Survey of Great Britain. 2. \"The Irish Grid - A Description of the Co-ordinate Reference System\" published by Ordnance Survey of Ireland, Dublin and Ordnance Survey of Northern Ireland, Belfast.","EPSG","2003-06-27 00:00:00","2002.621","0 ",NULL};
datafile_rows_t unit_of_measure_row_39[] = {"9101","radian","angle","9101","1.0","1.0","SI standard unit.","ISO 1000:1992","EPSG","1995-06-02 00:00:00","","0 ",NULL};
datafile_rows_t unit_of_measure_row_40[] = {"9102","degree","angle","9101","3.14159265358979","180.0","= pi/180 radians","","EPSG","2002-11-18 00:00:00","96.22 2002.86","0 ",NULL};
datafile_rows_t unit_of_measure_row_41[] = {"9103","arc-minute","angle","9101","3.14159265358979","10800.0","1/60th degree = ((pi/180) / 60) radians","","EPSG","2002-11-18 00:00:00","96.22 2002.86","0 ",NULL};
datafile_rows_t unit_of_measure_row_42[] = {"9104","arc-second","angle","9101","3.14159265358979","648000.0","1/60th arc-minute = ((pi/180) / 3600) radians","","EPSG","2002-11-18 00:00:00","96.22 2002.86","0 ",NULL};
datafile_rows_t unit_of_measure_row_43[] = {"9105","grad","angle","9101","3.14159265358979","200.0","=pi/200 radians.","","EPSG","2002-11-18 00:00:00","96.22  99.05 2002.86","0 ",NULL};
datafile_rows_t unit_of_measure_row_44[] = {"9106","gon","angle","9101","3.14159265358979","200.0","=pi/200 radians","","EPSG","2002-11-18 00:00:00","96.22 2002.86","0 ",NULL};
datafile_rows_t unit_of_measure_row_45[] = {"9107","degree minute second","angle","9102","","","Degree representation. Format: signed degrees (integer) - arc-minutes (integer) - arc-seconds (real, any precision). Different symbol sets are in use as field separators, for example º ' \". Convert to degrees using algorithm.","EPSG","EPSG","2002-11-22 00:00:00","96.19 2002.07 2002.78","0 ",NULL};
datafile_rows_t unit_of_measure_row_46[] = {"9108","degree minute second hemisphere","angle","9102","","","Degree representation. Format: degrees (integer) - arc-minutes (integer) - arc-seconds (real) - hemisphere abbreviation (single character N S E or W). Different symbol sets are in use as field separators for example º ' \". Convert to deg using algorithm.","EPSG","EPSG","2002-11-22 00:00:00","96.19 2002.07 2002.78","0 ",NULL};
datafile_rows_t unit_of_measure_row_47[] = {"9109","microradian","angle","9101","1.0","1000000.0","rad * 10E-6","ISO 1000.","EPSG","1996-10-18 00:00:00","99.05","0 ",NULL};
datafile_rows_t unit_of_measure_row_48[] = {"9110","sexagesimal DMS","angle","9102","","","Pseudo unit format: signed degrees - period - minutes (two digits) - integer seconds (two digits) - fraction of seconds (any precision). Must include leading zero in minutes and seconds and exclude decimal point for seconds. Convert to deg using formula.","EPSG","EPSG","2002-11-22 00:00:00","2002.27 2002.78","0 ",NULL};
datafile_rows_t unit_of_measure_row_49[] = {"9111","sexagesimal DM","angle","9102","","","Pseudo unit. Format: sign - degrees - decimal point - integer minutes (two digits) - fraction of minutes (any precision).  Must include leading zero in integer minutes.  Must exclude decimal point for minutes.  Convert to deg using algorithm.","EPSG","EPSG","2002-11-22 00:00:00","2002.07 2002.78","0 ",NULL};
datafile_rows_t unit_of_measure_row_50[] = {"9112","centesimal minute","angle","9101","3.14159265358979","20000.0","1/100 of a grad and gon = ((pi/200) / 100) radians","http://www.geodesy.matav.hu/xgonmil.htm","EPSG","2002-11-18 00:00:00","98.48  99.51 2002.86","0 ",NULL};
datafile_rows_t unit_of_measure_row_51[] = {"9113","centesimal second","angle","9101","3.14159265358979","2000000.0","1/100 of a centesimal minute or 1/10,000th of a grad and gon = ((pi/200) / 10000) radians","http://www.geodesy.matav.hu/xgonmil.htm","EPSG","2002-11-18 00:00:00","99.51 2002.86","0 ",NULL};
datafile_rows_t unit_of_measure_row_52[] = {"9114","mil_6400","angle","9101","3.14159265358979","3200.0","Angle subtended by 1/6400 part of a circle.  Approximates to 1/1000th radian.  Note that other approximations (notably 1/6300 circle and 1/6000 circle) also exist.","http://www.geodesy.matav.hu/xgonmil.htm","EPSG","1999-10-20 00:00:00","99.51","0 ",NULL};
datafile_rows_t unit_of_measure_row_53[] = {"9115","degree minute","angle","9102","","","Degree representation. Format: signed degrees (integer)  - arc-minutes (real, any precision). Different symbol sets are in use as field separators, for example º '. Convert to degrees using algorithm.","EPSG","EPSG","2002-11-22 00:00:00","2002.78","0 ",NULL};
datafile_rows_t unit_of_measure_row_54[] = {"9116","degree hemisphere","angle","9102","","","Degree representation. Format: degrees (real, any precision) - hemisphere abbreviation (single character N S E or W). Convert to degrees using algorithm.","EPSG","EPSG","2002-11-22 00:00:00","","0 ",NULL};
datafile_rows_t unit_of_measure_row_55[] = {"9117","hemisphere degree","angle","9102","","","Degree representation. Format: hemisphere abbreviation (single character N S E or W) - degrees (real, any precision). Convert to degrees using algorithm.","EPSG","EPSG","2002-11-22 00:00:00","","0 ",NULL};
datafile_rows_t unit_of_measure_row_56[] = {"9118","degree minute hemisphere","angle","9102","","","Degree representation. Format: degrees (integer) - arc-minutes (real, any precision) - hemisphere abbreviation (single character N S E or W). Different symbol sets are in use as field separators, for example º '. Convert to degrees using algorithm.","EPSG","EPSG","2002-11-22 00:00:00","","0 ",NULL};
datafile_rows_t unit_of_measure_row_57[] = {"9119","hemisphere degree minute","angle","9102","","","Degree representation. Format:  hemisphere abbreviation (single character N S E or W) - degrees (integer) - arc-minutes (real, any precision). Different symbol sets are in use as field separators, for example º '. Convert to degrees using algorithm.","EPSG","EPSG","2002-11-22 00:00:00","","0 ",NULL};
datafile_rows_t unit_of_measure_row_58[] = {"9120","hemisphere degree minute second","angle","9102","","","Degree representation. Format: hemisphere abbreviation (single character N S E or W) - degrees (integer) - arc-minutes (integer) - arc-seconds (real). Different symbol sets are in use as field separators for example º ' \". Convert to deg using algorithm.","EPSG","EPSG","2002-11-22 00:00:00","","0 ",NULL};
datafile_rows_t unit_of_measure_row_59[] = {"9121","sexagesimal DMS.s","angle","9102","","","Pseudo unit. Format: signed degrees - minutes (two digits) - seconds (real, any precision). Must include leading zero in minutes and seconds where value is under 10 and include decimal separator for seconds. Convert to degree using algorithm.","ISO 6709:1983.","EPSG","2002-11-22 00:00:00","","0 ",NULL};
datafile_rows_t unit_of_measure_row_60[] = {"9122","degree (supplier to define representation)","angle","9101","3.14159265358979","180.0","= pi/180 radians. The degree representation (e.g. decimal, DMSH, etc.) must be clarified by suppliers of data associated with this code.","EPSG","EPSG","2004-01-05 00:00:00","","0 ",NULL};
datafile_rows_t unit_of_measure_row_61[] = {"9201","unity","scale","9201","1.0","1.0","","","EPSG","1996-09-12 00:00:00","","0 ",NULL};
datafile_rows_t unit_of_measure_row_62[] = {"9202","parts per million","scale","9201","1.0","1000000.0","","","EPSG","1996-09-12 00:00:00","","0 ",NULL};
datafile_rows_t unit_of_measure_row_63[] = {"9203","coefficient","scale","9201","","","Used when parameters are coefficients.  They inherently take the units which depend upon the term to which the coefficient applies.","EPSG","EPSG","2000-03-07 00:00:00","","0 ",NULL};
datafile_rows_t unit_of_measure_row_64[] = {"9204","Bin width 330 US survey feet","length","9001","3960.0","39.37","","EPSG","EPSG","2000-10-19 00:00:00","2000.59","0 ",NULL};
datafile_rows_t unit_of_measure_row_65[] = {"9205","Bin width 165 US survey feet","length","9001","1980.0","39.37","","EPSG","EPSG","2000-10-19 00:00:00","2000.59","0 ",NULL};
datafile_rows_t unit_of_measure_row_66[] = {"9206","Bin width 82.5 US survey feet","length","9001","990.0","39.37","","EPSG","EPSG","2000-10-19 00:00:00","2000.59","0 ",NULL};
datafile_rows_t unit_of_measure_row_67[] = {"9207","Bin width 37.5 metres","length","9001","37.5","1.0","","EPSG","EPSG","2000-10-19 00:00:00","2000.59","0 ",NULL};
datafile_rows_t unit_of_measure_row_68[] = {"9208","Bin width 25 metres","length","9001","25.0","1.0","","EPSG","EPSG","2000-10-19 00:00:00","2000.59","0 ",NULL};
datafile_rows_t unit_of_measure_row_69[] = {"9209","Bin width 12.5 metres","length","9001","12.5","1.0","","EPSG","EPSG","2000-10-19 00:00:00","2000.59","0 ",NULL};
datafile_rows_t unit_of_measure_row_70[] = {"9210","Bin width 6.25 metres","length","9001","6.25","1.0","","EPSG","EPSG","2000-10-19 00:00:00","2000.59","0 ",NULL};
datafile_rows_t unit_of_measure_row_71[] = {"9211","Bin width 3.125 metres","length","9001","3.125","1.0","","EPSG","EPSG","2000-10-19 00:00:00","2000.59","0 ",NULL};
datafile_rows_t *unit_of_measure_rows[] = {unit_of_measure_row_0 ,unit_of_measure_row_1 ,unit_of_measure_row_2 ,unit_of_measure_row_3 ,unit_of_measure_row_4 ,unit_of_measure_row_5 ,unit_of_measure_row_6 ,unit_of_measure_row_7 ,unit_of_measure_row_8 ,unit_of_measure_row_9 ,unit_of_measure_row_10 ,unit_of_measure_row_11 ,unit_of_measure_row_12 ,unit_of_measure_row_13 ,unit_of_measure_row_14 ,unit_of_measure_row_15 ,unit_of_measure_row_16 ,unit_of_measure_row_17 ,unit_of_measure_row_18 ,unit_of_measure_row_19 ,unit_of_measure_row_20 ,unit_of_measure_row_21 ,unit_of_measure_row_22 ,unit_of_measure_row_23 ,unit_of_measure_row_24 ,unit_of_measure_row_25 ,unit_of_measure_row_26 ,unit_of_measure_row_27 ,unit_of_measure_row_28 ,unit_of_measure_row_29 ,unit_of_measure_row_30 ,unit_of_measure_row_31 ,unit_of_measure_row_32 ,unit_of_measure_row_33 ,unit_of_measure_row_34 ,unit_of_measure_row_35 ,unit_of_measure_row_36 ,unit_of_measure_row_37 ,unit_of_measure_row_38 ,unit_of_measure_row_39 ,unit_of_measure_row_40 ,unit_of_measure_row_41 ,unit_of_measure_row_42 ,unit_of_measure_row_43 ,unit_of_measure_row_44 ,unit_of_measure_row_45 ,unit_of_measure_row_46 ,unit_of_measure_row_47 ,unit_of_measure_row_48 ,unit_of_measure_row_49 ,unit_of_measure_row_50 ,unit_of_measure_row_51 ,unit_of_measure_row_52 ,unit_of_measure_row_53 ,unit_of_measure_row_54 ,unit_of_measure_row_55 ,unit_of_measure_row_56 ,unit_of_measure_row_57 ,unit_of_measure_row_58 ,unit_of_measure_row_59 ,unit_of_measure_row_60 ,unit_of_measure_row_61 ,unit_of_measure_row_62 ,unit_of_measure_row_63 ,unit_of_measure_row_64 ,unit_of_measure_row_65 ,unit_of_measure_row_66 ,unit_of_measure_row_67 ,unit_of_measure_row_68 ,unit_of_measure_row_69 ,unit_of_measure_row_70 ,unit_of_measure_row_71,NULL};