File Formats
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FSDB Variable Format and Definitions HF07 03/12/02
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Format: 01 PAGE 1
Annual area cut in the Breitenbush and N. Santiam basins
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Co-
Variable ded Null Format Column Unit Definition
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STCODE A5 1-5 Study code
FORMAT I2 6-7 Format number
YEAR I6 8-13 YYYY Year of cuts
AREA_CUT_B F6.2 14-19 km2 Area cut in Breitenbush
basin
AREA_CUT_N F6.2 20-25 km2 Area cut in N. Santiam
basin
CUM_AREA_B F7.2 26-32 km2 Cumulative area cut in
Breitenbush basin
CUM_AREA_N F7.2 33-39 km2 Cumulative area cut in
N. Santiam basin
CUM_PCUT_B F8.2 40-47 % Cumulative percent cut
in Breitenbush basin
CUM_PCUT_N F8.2 48-55 % Cumulative percent cut
in N. Santian basin
DIF_PCUT F7.2 56-62 % Difference in percent
cut between Breitenbush
and N. Santian basins
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FSDB Variable Format and Definitions HF07 03/12/02
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Format: 02 PAGE 1
Annual area cut in the Lookout Cr and Blue River basins
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Co-
Variable ded Null Format Column Unit Definition
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STCODE A5 1-5 Study code
FORMAT I2 6-7 Format
YEAR I7 8-14 YY Year
AREA_CUT_L F7.3 15-21 KM2 Area cut in Lookout
Creek basin
AREA_CUT_R F7.3 22-28 KM2 Area cut in Blue River
basin
CUM_AREA_L F7.3 29-35 K2 Cumulative area cut in
Lookout Creek basin
CUM_AREA_R F7.3 36-42 KM2 Cumulative area cut in
Blue River basin
CUM_PCUT_L F7.2 43-49 % Cumulative percent area
cut in Lookout Creek
basin
CUM_PCUT_R F7.2 50-56 % Cumulative percent area
cut in Blue River basin
DIF_PCUT F7.2 57-63 % Difference in cumulative
percent area cut btwn
Lookout Creek and Blue
River basins
LEN_ROAD_L F7.2 64-70 KM Length of roads in
Lookout Creek basin
LEN_ROAD_R F7.2 71-77 KM Length of roads in Blue
River basin
AREA_RD_L F8.2 78-85 KM2 Area of roads in Lookout
Creek basin
> Format continued on next page <
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FSDB Variable Format and Definitions HF07 03/12/02
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Format: 02 PAGE 2
Annual area cut in the Lookout Cr and Blue River basins
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Co-
Variable ded Null Format Column Unit Definition
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AREA_RD_R F8.2 86-93 KM2 Area of roads in Blue
River basin
CUM_ROAD_L F8.2 94-101 KM2 Cumulative area of roads
in Lookout Creek basin
CUM_ROAD_R F8.2 102-109 KM2 Cumulative area of roads
in Blue River basin
CUM_PRD_L F8.2 110-117 % Cumulative percent area
of roads in Lookout
Creek basin
CUM_PRD_R F8.2 118-125 % Cumulative percent area
of roads in Blue River
basin
DIF_PRD F8.2 126-133 % Difference in cumulative
percent area of roads
btwn Lookout Creek and
Blue River basins
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FSDB Variable Format and Definitions HF07 03/12/02
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Format: 03 PAGE 1
Annual area cut in the N. Fork Willamette and Salmon basins
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Co-
Variable ded Null Format Column Unit Definition
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STCODE A5 1-5 Study code
FORMAT I2 6-7 Format
YEAR I6 8-13 YYYY Year of cuts
AREA_CUT_S F6.3 14-19 km2 Area cut in Breitenbush
basin
AREA_CUT_W F6.3 20-25 km2 Area cut in North
Santiam basin
CUM_AREA_S F6.3 26-31 km2 Cumulative area cut in
Breitenbush basin
CUM_AREA_W F6.3 32-37 km2 Cumulative area cut in
N. Santiam basin
CUM_PCUT_S F7.3 38-44 % Cumulative percent cut
in Breitenbush basin
CUM_PCUT_W F7.3 45-51 % Cumulative percent cut
in N. Santian basin
DIF_PCUT F6.2 52-57 % Year of cuts
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FSDB Variable Format and Definitions HF07 03/12/02
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Format: 04 PAGE 1
Matched storm discharge data for Breitenbush and N Santiam
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Co-
Variable ded Null Format Column Unit Definition
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STCODE A5 1-5 Study code
FORMAT A2 6-7 Format
WATER_YEAR I7 8-14 YYYY Water year
DATE A12 15-26 MMDDYY Date
PEAK_Q_B I7 27-33 CFS Peak discharge at
Breitenbush River on
this date
PEAK_Q_N I7 34-40 CFS Peak discharge at
Santiam River on this
date
UAQ_B F7.2 41-47 M3/S/KM2 Peak unit area discharge
for Breitenbush River on
this date
UAQ_N F7.2 48-54 M3/S/KM2 Peak unit area discharge
for Santiam River on
this date
DIF_UAQ F7.2 55-61 M3/S/KM2 Difference in unit area
discharge between
Breitenbush and Santiam
rivers
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FSDB Variable Format and Definitions HF07 03/12/02
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Format: 05 PAGE 1
Matched storm discharge data for Lookout Cr and Blue River
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Co-
Variable ded Null Format Column Unit Definition
-------- --- ---- -------- ------- ---------- ------------------------
STCODE A5 1-5 Study code
FORMAT A2 6-7 Format
WATER_YEAR I6 8-13 YYYY Water year
DATE A10 14-23 DDMMYY Date
PEAK_Q_L I5 24-28 CFS Peak discharge on
Lookout Creek on this
date
PEAK_Q_R I5 29-33 CFS Peak discharge on Blue
River on this date
UAQ_L F5.2 34-38 M3/S/KM2 Peak unit area discharge
on Lookout Creek on this
date
UAQ_R F5.2 39-43 M3/S/KM2 Peak unit area discharge
on Blue River on this
date
DIF_UAQ F5.2 44-48 M3/S/KM2 Difference in unit area
discharges between
Lookout Creek and Blue
River
ETYPE_JAJ Y A6 49-54 Event type as determined
by Jones/Grant
ETYPE_HARR Y A6 55-60 Event type as determined
by Harr
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FSDB Variable Format and Definitions HF07 03/12/02
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Format: 06 PAGE 1
Matched storm discharge data for N. Fork Willamette / Salmon
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Co-
Variable ded Null Format Column Unit Definition
-------- --- ---- -------- ------- ---------- ------------------------
STCODE A5 1-5 Study code
FORMAT I2 6-7 Format
WATER_YEAR I7 8-14 YYYY Water_year
DATE A10 15-24 DD-MON-YY Date
PEAK_Q_S F7.2 25-31 CFS Peak discharge on Salmon
River on this date
PEAK_Q_W F7.2 32-38 CFS Peak discharge on North
Fork Willamette River on
this date
UAQ_S F7.2 39-45 M3/S/KM2 Peak unit area discharge
on Salmon River on this
date
UAQ_W F7.2 46-52 M3/S/KM2 Peak unit area discharge
on North Fork Willamette
River on this date
DIF_UAQ F6.2 53-58 M3/S/KM2 Difference in unit area
discharge
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FSDB Variable Format and Definitions HF07 03/12/02
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Format: 07 PAGE 1
Matched storm discharge data for HJ Andrews watersheds 1 & 2
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Co-
Variable ded Null Format Column Unit Definition
-------- --- ---- -------- ------- ---------- ------------------------
STCODE A5 1-5 Study code
FORMAT A2 6-7 Format number
DATE_PK_1 1X,I8 9-16 YYYYMMDD Date of peak flow in
watershed 1
TIME_PK_1 I5 17-21 HHMM Time of peak flow in
watershed 1
PEAK_Q_1 F8.3 22-29 CFS Peak discharge in
watershed 1 on this date
UAQ_1 F8.2 30-37 M3/S/KM2 Peak unit area discharge
in watershed 1 on this
date
DATE_PK_2 1X,I8 39-46 YYYYMMDD Date of peak flow in
watershed 2
TIME_PK_2 I5 47-51 HHMM Time of peak flow in
watershed 2
PEAK_Q_2 F8.3 52-59 CFS Peak discharge in
watershed 2 on this date
UAQ_2 F8.2 60-67 M3/S/KM2 Peak unit area discharge
in watershed 2 on this
date
DIF_LN_1_2 1X,F8.3 69-76 Difference in natural
logs of peak discharge
of watershed 1 and 2
> Format continued on next page <
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FSDB Variable Format and Definitions HF07 03/12/02
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Format: 07 PAGE 2
Matched storm discharge data for HJ Andrews watersheds 1 & 2
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Co-
Variable ded Null Format Column Unit Definition
-------- --- ---- -------- ------- ---------- ------------------------
LN_SMALL F8.3 77-84 Value of variable
DIF_LN_1_2 is present if
assigned to 'small' size
class as defined in
Table 2 of Jones & Grant,
1996
LN_SM_MED F8.3 85-92 Value of variable
DIF_LN_1_2 is present if
assigned to 'small-med'
size clas as defined in
Table 2 of Jones & Grant,
1996
LN_MED_LG F8.3 93-100 Value of variable
DIF_LN_1_2 is present if
assigned to 'med-large'
size clas as defined in
Table 2 of Jones & Grant,
1996
LN_LARGE F8.3 101-108 Value of variable
DIF_LN_1_2 is present if
assigned to 'large' size
class as defined in
Table 2 of Jones & Grant,
1996
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FSDB Variable Format and Definitions HF07 03/12/02
************************************************************************
Format: 08 PAGE 1
Matched storm discharge data for HJ Andrews watersheds 2 & 3
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Co-
Variable ded Null Format Column Unit Definition
-------- --- ---- -------- ------- ---------- ------------------------
STCODE A5 1-5 Study code
FORMAT A2 6-7 Format number
DATE_PK_3 1X,I8 9-16 YYYYMMDD Date of peak flow in
watershed 3
TIME_PK_3 I5 17-21 HHMM Time of peak flow in
watershed 3
PEAK_Q_3 F8.2 22-29 CFS Peak discharge in
watershed 3 on this date
UAQ_3 F8.3 30-37 M3/S/KM2 Peak unit area discharge
in watershed 3 on this
date
DATE_PK_2 1X,I8 39-46 YYYYMMDD Date of peak flow in
watershed 2
TIME_PK_2 I5 47-51 HHMM Time of peak flow in
watershed 2
PEAK_Q_2 F8.2 52-59 CFS Peak discharge in
watershed 2 on this date
UAQ_2 F8.3 60-67 M3/S/KM2 Peak unit area discharge
in watershed 2 on this
date
DIF_LN_3_2 1X,F8.3 69-76 Difference in natural
logs of peak discharge
of watershed 1 and 2
> Format continued on next page <
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FSDB Variable Format and Definitions HF07 03/12/02
************************************************************************
Format: 08 PAGE 2
Matched storm discharge data for HJ Andrews watersheds 2 & 3
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Co-
Variable ded Null Format Column Unit Definition
-------- --- ---- -------- ------- ---------- ------------------------
LN_SMALL F8.3 77-84 Value of variable
DIF_LN_3_2 is present if
assigned to 'small' size
class as defined in
Table 2 of Jones & Grant,
1996
LN_SM_MED F8.3 85-92 Value of variable
DIF_LN_3_2 is present if
assigned to 'small-med'
size clas as defined in
Table 2 of Jones & Grant,
1996
LN_MED_LG F8.3 93-100 Value of variable
DIF_LN_3_2 is present if
assigned to 'med-large'
size clas as defined in
Table 2 of Jones & Grant,
1996
LN_LARGE F8.3 101-108 Value of variable
DIF_LN_3_2 is present if
assigned to 'large' size
class as defined in
Table 2 of Jones & Grant,
1996
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FSDB Variable Code Definitions HF07 03/12/02
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PAGE 1
Variable: ETYPE_JAJ
R Rain event
RS Rain-on-snow event
Variable: ETYPE_HARR
see Variable ETYPE_JAJ