#include "defs.h"
datafile_rows_t uom_length_row_1[] = {"UOM_LENGTH_CODE","UNIT_OF_MEAS_EPSG_NAME","UNIT_OF_MEAS_USER_NAME","ABBREVIATION","DESCRIPTION","TARGET_UOM_LENGTH_CODE","FACTOR_B","FACTOR_C","REVISION_DATE","INFORMATION_SOURCE","DATA_SOURCE","REMARKS","CHANGE_ID",NULL};
datafile_rows_t uom_length_row_2[] = {"9001","metre","","m","","9001","1.0","1.0","1995-06-02 00:00:00","ISO 1000.","EPSG","Also known as International metre.","",NULL};
datafile_rows_t uom_length_row_3[] = {"9002","foot","","ft","","9001","0.3048","1.0","1995-06-02 00:00:00","ISO; 1958","EPSG","","",NULL};
datafile_rows_t uom_length_row_4[] = {"9003","US survey foot","","ft US","","9001","12.0","39.37","1995-06-02 00:00:00","","EPSG","Used in USA.","",NULL};
datafile_rows_t uom_length_row_5[] = {"9005","Clarke's foot","","ft (Cla)","","9001","0.304797265","1.0","1999-10-20 00:00:00","Australian Land Information Group  www.auslig.gov/au/geodesy/histry.htm","EPSG","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.","97.234",NULL};
datafile_rows_t uom_length_row_6[] = {"9014","fathom","","f","","9001","1.8288","1.0","1999-10-20 00:00:00","","EPSG","= 6 feet.","",NULL};
datafile_rows_t uom_length_row_7[] = {"9030","nautical mile","","NM","","9001","1852.0","1.0","1996-10-18 00:00:00","","EPSG","","96.24",NULL};
datafile_rows_t uom_length_row_8[] = {"9031","German legal metre","","GLM","","9001","1.0000135965","1.0","1997-06-16 00:00:00","Chief Directorate Surveys and Land Information; Mowbray; South Africa","EPSG","Used in Namibia.","",NULL};
datafile_rows_t uom_length_row_9[] = {"9033","US survey chain","","ch US","","9001","792.0","39.37","1998-03-12 00:00:00","Bureau of Land Management technical bulletin 6 (1973) and Standard Field Tables 8th edition (1956).","EPSG","Used in USA primarily for public lands cadastral work.","",NULL};
datafile_rows_t uom_length_row_10[] = {"9034","US survey link","","lk US","","9001","7.92","39.37","1998-03-12 00:00:00","Bureau of Land Management technical bulletin 6 (1973) and Standard Field Tables 8th edition (1956).","EPSG","Used in USA primarily for public lands cadastral work.","",NULL};
datafile_rows_t uom_length_row_11[] = {"9035","US survey mile","","mile US","","9001","63360.0","39.37","1998-03-12 00:00:00","Bureau of Land Management technical bulletin 6 (1973) and Standard Field Tables 8th edition (1956).","EPSG","Used in USA primarily for public lands cadastral work.","",NULL};
datafile_rows_t uom_length_row_12[] = {"9036","kilometre","","km","","9001","1000.0","1.0","1998-11-11 00:00:00","ISO 1000.","EPSG","","",NULL};
datafile_rows_t uom_length_row_13[] = {"9037","Clarke's yard","","yd (Cla)","","9001","0.914391795","1.0","1999-10-20 00:00:00","Australian Land Information Group  www.auslig.gov/au/geodesy/histry.htm","EPSG","=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.","97.233",NULL};
datafile_rows_t uom_length_row_14[] = {"9038","Clarke's chain","","ch (Cla)","","9001","20.11661949","1.0","1999-10-20 00:00:00","Australian Land Information Group  www.auslig.gov/au/geodesy/histry.htm","EPSG","=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.","97.233",NULL};
datafile_rows_t uom_length_row_15[] = {"9039","Clarke's link","","lk (Cla)","","9001","0.2011661949","1.0","1999-10-20 00:00:00","Australian Land Information Group  www.auslig.gov/au/geodesy/histry.htm","EPSG","=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.","97.233",NULL};
datafile_rows_t uom_length_row_16[] = {"9040","British yard (Sears 1922)","","yd (Sears)","","9001","36.0","39.370147","1999-10-20 00:00:00","G. Bomford \"Geodesy\" 2nd edition 1962; after J.S.Clark \"Remeasurement of the Old Length Standards\"; Empire Survey Review no. 90; 1953.","EPSG","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.","97.233",NULL};
datafile_rows_t uom_length_row_17[] = {"9041","British foot (Sears 1922)","","ft (Sears)","","9001","12.0","39.370147","1999-10-20 00:00:00","G. Bomford \"Geodesy\" 2nd edition 1962; after J.S.Clark \"Remeasurement of the Old Length Standards\"; Empire Survey Review no. 90; 1953.","EPSG","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.","97.233",NULL};
datafile_rows_t uom_length_row_18[] = {"9042","British chain (Sears 1922)","","ch (Sears)","","9001","792.0","39.370147","1999-10-20 00:00:00","\"Geodesy\"; G. Bomford.","EPSG","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.","97.233",NULL};
datafile_rows_t uom_length_row_19[] = {"9043","British link (Sears 1922)","","lk (Sears)","","9001","7.92","39.370147","1999-10-20 00:00:00","G. Bomford \"Geodesy\" 2nd edition 1962; after J.S.Clark \"Remeasurement of the Old Length Standards\"; Empire Survey Review no. 90; 1953.","EPSG","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.","97.233",NULL};
datafile_rows_t uom_length_row_20[] = {"9050","British yard (Benoit 1895 A)","","yd (Ben A)","","9001","0.9143992","1.0","1999-10-20 00:00:00","J.S.Clark; \"Remeasurement of the Old Length Standards\"; Empire Survey Review no. 90; 1953.","EPSG","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.","97.233",NULL};
datafile_rows_t uom_length_row_21[] = {"9051","British foot (Benoit 1895 A)","","ft (Ben A)","","9001","0.9143992","3.0","1999-10-20 00:00:00","J.S.Clark; \"Remeasurement of the Old Length Standards\"; Empire Survey Review no. 90; 1953.","EPSG","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.","97.233",NULL};
datafile_rows_t uom_length_row_22[] = {"9052","British chain (Benoit 1895 A)","","ch (Ben A)","","9001","20.1167824","1.0","1999-10-20 00:00:00","J.S.Clark; \"Remeasurement of the Old Length Standards\"; Empire Survey Review no. 90; 1953.","EPSG","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.","97.233",NULL};
datafile_rows_t uom_length_row_23[] = {"9053","British link (Benoit 1895 A)","","lk (Ben A)","","9001","0.201167824","1.0","1999-10-20 00:00:00","J.S.Clark; \"Remeasurement of the Old Length Standards\"; Empire Survey Review no. 90; 1953.","EPSG","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.","97.233",NULL};
datafile_rows_t uom_length_row_24[] = {"9060","British yard (Benoit 1895 B)","","yd (Ben B)","","9001","36.0","39.370113","1999-10-20 00:00:00","G. Bomford \"Geodesy\" 2nd edition 1962; after J.S.Clark \"Remeasurement of the Old Length Standards\"; Empire Survey Review no. 90; 1953.","EPSG","Uses Benoit's 1895 British yard-metre ratio as given by Bomford as 39.370113 inches per metre.  Used in West Malaysian mapping.","97.233",NULL};
datafile_rows_t uom_length_row_25[] = {"9061","British foot (Benoit 1895 B)","","ft (Ben B)","","9001","12.0","39.370113","1999-10-20 00:00:00","G. Bomford \"Geodesy\" 2nd edition 1962; after J.S.Clark \"Remeasurement of the Old Length Standards\"; Empire Survey Review no. 90; 1953.","EPSG","Uses Benoit's 1895 British yard-metre ratio as given by Bomford as 39.370113 inches per metre.  Used in West Malaysian mapping.","97.233",NULL};
datafile_rows_t uom_length_row_26[] = {"9062","British chain (Benoit 1895 B)","","ch (Ben B)","","9001","792.0","39.370113","1999-10-20 00:00:00","G. Bomford \"Geodesy\" 2nd edition 1962; after J.S.Clark \"Remeasurement of the Old Length Standards\"; Empire Survey Review no. 90; 1953.","EPSG","Uses Benoit's 1895 British yard-metre ratio as given by Bomford as 39.370113 inches per metre.  Used in West Malaysian mapping.","97.233",NULL};
datafile_rows_t uom_length_row_27[] = {"9063","British link (Benoit 1895 B)","","lk (Ben B)","","9001","7.92","39.370113","1999-10-20 00:00:00","\"Geodesy\"; G. Bomford.","EPSG","Uses Benoit's 1895 British yard-metre ratio as given by Bomford as 39.370113 inches per metre.  Used in West Malaysian mapping.","97.233",NULL};
datafile_rows_t uom_length_row_28[] = {"9070","British foot (1865)","","ft (1865)","","9001","0.9144025","3.0","1999-10-20 00:00:00","J.S.Clark; \"Remeasurement of the Old Length Standards\"; Empire Survey Review no. 90; 1953.","EPSG","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.","97.233",NULL};
datafile_rows_t uom_length_row_29[] = {"9080","Indian foot","","Ind ft (Cla)","","9001","12.0","39.370142","1999-10-20 00:00:00","G. Bomford; \"The Re-adjustment of the Indian Triangulation\"; Survey of India Professional Paper 28; 1939.","EPSG","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.","97.231",NULL};
datafile_rows_t uom_length_row_30[] = {"9081","Indian foot (1937)","","Ind ft (37)","","9001","0.30479841","1.0","1999-10-20 00:00:00","G. Bomford; \"The Re-adjustment of the Indian Triangulation\"; Survey of India Professional Paper 28; 1939.","EPSG","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.","97.231",NULL};
datafile_rows_t uom_length_row_31[] = {"9082","Indian foot (1962)","","Ind ft (62)","","9001","0.3047996","1.0","1999-10-20 00:00:00","G. Bomford; \"Geodesy\"; 2nd edition 1962","EPSG","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.","97.231",NULL};
datafile_rows_t uom_length_row_32[] = {"9083","Indian foot (1975)","","Ind ft (75)","","9001","0.3047995","1.0","1999-10-20 00:00:00","G. Bomford; \"Geodesy\"; 3rd edition 1975","EPSG","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.","97.231",NULL};
datafile_rows_t uom_length_row_33[] = {"9084","Indian yard","","Ind yd (Cla)","","9001","36.0","39.370142","1999-10-20 00:00:00","G. Bomford; \"The Re-adjustment of the Indian Triangulation\"; Survey of India Professional Paper 28; 1939.","EPSG","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.","97.231",NULL};
datafile_rows_t uom_length_row_34[] = {"9085","Indian yard (1937)","","Ind yd (37)","","9001","0.91439523","1.0","1999-10-20 00:00:00","G. Bomford; \"The Re-adjustment of the Indian Triangulation\"; Survey of India Professional Paper 28; 1939.","EPSG","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.","97.231",NULL};
datafile_rows_t uom_length_row_35[] = {"9086","Indian yard (1962)","","Ind yd (62)","","9001","0.9143988","1.0","1999-10-20 00:00:00","G. Bomford; \"Geodesy\"; 2nd edition 1962","EPSG","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.","97.231",NULL};
datafile_rows_t uom_length_row_36[] = {"9087","Indian yard (1975)","","Ind yd (75)","","9001","0.9143985","1.0","1999-10-20 00:00:00","G. Bomford; \"Geodesy\"; 3rd edition 1975","EPSG","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.","97.231",NULL};

datafile_rows_t *uom_length_rows[] = {uom_length_row_1,uom_length_row_2,uom_length_row_3,uom_length_row_4,uom_length_row_5,uom_length_row_6,uom_length_row_7,uom_length_row_8,uom_length_row_9,uom_length_row_10,uom_length_row_11,uom_length_row_12,uom_length_row_13,uom_length_row_14,uom_length_row_15,uom_length_row_16,uom_length_row_17,uom_length_row_18,uom_length_row_19,uom_length_row_20,uom_length_row_21,uom_length_row_22,uom_length_row_23,uom_length_row_24,uom_length_row_25,uom_length_row_26,uom_length_row_27,uom_length_row_28,uom_length_row_29,uom_length_row_30,uom_length_row_31,uom_length_row_32,uom_length_row_33,uom_length_row_34,uom_length_row_35,uom_length_row_36,NULL};
