appendix 2. graphs - usgsappendix 2 101 1.25 2 5 10 25 50 100 200 500 0.1 1 10 100 1,000 10,000...
TRANSCRIPT
Appendix 2. Graphs
96 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
05050000, Bois de Sioux River near White Rock, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
05050000, Bois de Sioux River near White Rock, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.1 Peak-flow information for station 05050000, Bois de Sioux River near White Rock, SD.
Appendix 2 97
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
05051650, La Belle Creek near Veblen, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAlternative frequency curveAnnual peak flow
Alternative curve is based on information supplemental to systematic record: two-station analysis
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
05051650, La Belle Creek near Veblen, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.2 Peak-flow information for station 05051650, La Belle Creek near Veblen, SD.
98 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
05289950, Little Minnesota River tributary at Sisseton, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAlternative frequency curveAnnual peak flow
Alternative curve is based on information supplemental to systematic record: two-station analysis
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
05289950, Little Minnesota River tributary at Sisseton, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.3 Peak-flow information for station 05289950, Little Minnesota River tributary at Sisseton, SD.
Appendix 2 99
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
05289985, Big Coulee Creek near Peever, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAlternative frequency curveAnnual peak flow
Alternative curve is based on information supplemental to systematic record: two-station analysis
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
05289985, Big Coulee Creek near Peever, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.4 Peak-flow information for station 05289985, Big Coulee Creek near Peever, SD.
100 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
05290000, Little Minnesota River near Peever, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
05290000, Little Minnesota River near Peever, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.5 Peak-flow information for station 05290000, Little Minnesota River near Peever, SD.
Appendix 2 101
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
05290300, North Fork Whetstone River tributary near Wilmot, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAlternative frequency curveAnnual peak flow
Alternative curve is based on information supplemental to systematic record: two-station analysis
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
05290300, North Fork Whetstone River tributary near Wilmot, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.6 Peak-flow information for station 05290300, North Fork Whetstone River tributary near Wilmot, SD.
102 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
05291000, Whetstone River near Big Stone City, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAnnual peak flow
Systematic data shown reflect truncation of an annual peak resulting from a dam failure
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
05291000, Whetstone River near Big Stone City, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.7 Peak-flow information for station 05291000, Whetstone River near Big Stone City, SD.
Appendix 2 103
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
05292000, Minnesota River at Ortonville, MNFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
05292000, Minnesota River at Ortonville, MNTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.8 Peak-flow information for station 05292000, Minnesota River at Ortonville, MN.
104 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
05292600, North Fork Yellow Bank River tributary near Stockholm, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAlternative frequency curveAnnual peak flow
Alternative curve is based on information supplemental to systematic record: two-station analysis
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
05292600, North Fork Yellow Bank River tributary near Stockholm, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.9 Peak-flow information for station 05292600, North Fork Yellow Bank River tributary near Stockholm, SD.
Appendix 2 105
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
05292704, North Fork Yellow Bank River near Odessa, MNFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAlternative frequency curveAnnual peak flow
Alternative curve is based on information supplemental to systematic record: two-station analysis
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
05292704, North Fork Yellow Bank River near Odessa, MNTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.10 Peak-flow information for station 05292704, North Fork Yellow Bank River near Odessa, MN.
106 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
05299700, Cobb Creek near Gary, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAlternative frequency curveAnnual peak flow
Alternative curve is based on information supplemental to systematic record: two-station analysis
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
05299700, Cobb Creek near Gary, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.11 Peak-flow information for station 05299700, Cobb Creek near Gary, SD.
Appendix 2 107
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06334500, Little Missouri River at Camp Crook, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06334500, Little Missouri River at Camp Crook, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.12 Peak-flow information for station 06334500, Little Missouri River at Camp Crook, SD.
108 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06354845, Spring Creek tributary near Greenway, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06354845, Spring Creek tributary near Greenway, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.13 Peak-flow information for station 06354845, Spring Creek tributary near Greenway, SD.
Appendix 2 109
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06354860, Spring Creek near Herreid, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAlternative frequency curveAnnual peak flow
Alternative curve is based on adjustments to low-outlier criteria and/or skew
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06354860, Spring Creek near Herreid, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.14 Peak-flow information for station 06354860, Spring Creek near Herreid, SD.
110 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06354882, Oak Creek near Wakpala, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06354882, Oak Creek near Wakpala, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.15 Peak-flow information for station 06354882, Oak Creek near Wakpala, SD.
Appendix 2 111
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06355400, North Fork Grand River tributary near Lodgepole, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06355400, North Fork Grand River tributary near Lodgepole, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.16 Peak-flow information for station 06355400, North Fork Grand River tributary near Lodgepole, SD.
112 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06355500, North Fork Grand River near White Butte, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAnnual peak flow
Systematic data reflect truncation of preregulation data
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06355500, North Fork Grand River near White Butte, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.17 Peak-flow information for station 06355500, North Fork Grand River near White Butte, SD.
Appendix 2 113
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06356000, South Fork Grand River at Buffalo, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06356000, South Fork Grand River at Buffalo, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.18 Peak-flow information for station 06356000, South Fork Grand River at Buffalo, SD.
114 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06356150, North Jack Creek near Ludlow, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06356150, North Jack Creek near Ludlow, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.19 Peak-flow information for station 06356150, North Jack Creek near Ludlow, SD.
Appendix 2 115
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06356500, South Fork Grand River near Cash, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06356500, South Fork Grand River near Cash, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.20 Peak-flow information for station 06356500, South Fork Grand River near Cash, SD.
116 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06356600, South Fork Grand River tributary near Bison, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06356600, South Fork Grand River tributary near Bison, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.21 Peak-flow information for station 06356600, South Fork Grand River tributary near Bison, SD.
Appendix 2 117
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06357500, Grand River at Shadehill, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAlternative frequency curveAnnual peak flow
Systematic data reflect truncation of preregulation data
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06357500, Grand River at Shadehill, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.22 Peak-flow information for station 06357500, Grand River at Shadehill, SD.
118 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06357800, Grand River at Little Eagle, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAlternative frequency curveAnnual peak flow
Systematic data shown reflect combination of records from multiple stations and truncation of preregulation data
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06357800, Grand River at Little Eagle, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.23 Peak-flow information for station 06357800, Grand River at Little Eagle, SD.
Appendix 2 119
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06358520, Deadman Creek tributary near Mobridge, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06358520, Deadman Creek tributary near Mobridge, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.24 Peak-flow information for station 06358520, Deadman Creek tributary near Mobridge, SD.
120 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06358540, Blue Blanket Creek tributary near Glenham, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06358540, Blue Blanket Creek tributary near Glenham, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.25 Peak-flow information for station 06358540, Blue Blanket Creek tributary near Glenham, SD.
Appendix 2 121
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06358550, Battle Creek tributary near Castle Rock, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06358550, Battle Creek tributary near Castle Rock, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.26 Peak-flow information for station 06358550, Battle Creek tributary near Castle Rock, SD.
122 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06358600, South Fork Moreau River tributary near Redig, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06358600, South Fork Moreau River tributary near Redig, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.27 Peak-flow information for station 06358600, South Fork Moreau River tributary near Redig, SD.
Appendix 2 123
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06358620, Sand Creek tributary near Redig, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06358620, Sand Creek tributary near Redig, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.28 Peak-flow information for station 06358620, Sand Creek tributary near Redig, SD.
124 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06359000, Moreau River at Bixby, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAlternative frequency curveAnnual peak flow
Alternative curve is based on information supplemental to systematic record: two-station analysis
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06359000, Moreau River at Bixby, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.29 Peak-flow information for station 06359000, Moreau River at Bixby, SD.
Appendix 2 125
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06359300, Deep Creek tributary near Maurine, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06359300, Deep Creek tributary near Maurine, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.30 Peak-flow information for station 06359300, Deep Creek tributary near Maurine, SD.
126 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06359500, Moreau River near Faith, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAlternative frequency curveAnnual peak flow
Alternative curve is based on information supplemental to systematic record: two-station analysis
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06359500, Moreau River near Faith, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.31 Peak-flow information for station 06359500, Moreau River near Faith, SD.
Appendix 2 127
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06359700, Thunder Butte Creek tributary near Meadow, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06359700, Thunder Butte Creek tributary near Meadow, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.32 Peak-flow information for station 06359700, Thunder Butte Creek tributary near Meadow, SD.
128 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06359850, Elm Creek tributary near Dupree, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06359850, Elm Creek tributary near Dupree, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.33 Peak-flow information for station 06359850, Elm Creek tributary near Dupree, SD.
Appendix 2 129
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06360000, Moreau River near Eagle Butte, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAlternative frequency curveAnnual peak flow
Alternative curve is based on information supplemental to systematic record: two-station analysis
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06360000, Moreau River near Eagle Butte, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.34 Peak-flow information for station 06360000, Moreau River near Eagle Butte, SD.
130 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06360350, Little Moreau River tributary near Firesteel, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06360350, Little Moreau River tributary near Firesteel, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.35 Peak-flow information for station 06360350, Little Moreau River tributary near Firesteel, SD.
Appendix 2 131
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06357800, Grand River at Little Eagle, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAlternative frequency curveAnnual peak flow
Systematic data shown reflect combination of records from multiple stations and truncation of preregulation data
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06357800, Grand River at Little Eagle, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.36 Peak-flow information for station 06360500, Moreau River near Whitehorse, SD.
132 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06361020, Swan Lake tributary near Bowdle, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAlternative frequency curveAnnual peak flow
Alternative curve is based on information supplemental to systematic record: two-station analysis
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06361020, Swan Lake tributary near Bowdle, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.37 Peak-flow information for station 06361020, Swan Lake tributary near Bowdle, SD.
Appendix 2 133
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06392900, Beaver Creek at Mallo Camp near Four Corners, WYFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DMagnitude of peak-flow value (based on drainage area) from Crippen and Bue (1977) envelope curves
Default Bulletin 17B frequency curve for systematic recordBlack Hills regional mixed-population frequency curveRegional high-outlier population frequency curve (rescaled to station)Annual peak flow of the ordinary-peaks population
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06392900, Beaver Creek at Mallo Camp near Four Corners, WYTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.38 Peak-flow information for station 06392900, Beaver Creek at Mallo Camp near Four Corners, WY.
134 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06392950, Stockade Beaver Creek near Newcastle, WYFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Magnitude of peak-flow value (based on drainage area) from Crippen and Bue (1977) envelope curves
Default Bulletin 17B frequency curve for systematic recordBlack Hills regional mixed-population frequency curveRegional high-outlier population frequency curve (rescaled to station)Annual peak flow of the ordinary-peaks population
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06392950, Stockade Beaver Creek near Newcastle, WYTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.39 Peak-flow information for station 06392950, Stockade Beaver Creek near Newcastle, WY.
Appendix 2 135
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06395000, Cheyenne River at Edgemont, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAlternative frequency curveAnnual peak flow
Alternative curve is based on information supplemental to systematic record: truncation to baseperiod (1946-2001)
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06395000, Cheyenne River at Edgemont, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.40 Peak-flow information for station 06395000, Cheyenne River at Edgemont, SD.
136 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06396200, Fiddle Creek near Edgemont, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DMagnitude of peak-flow value (based on drainage area) from Crippen and Bue (1977) envelope curves
Default Bulletin 17B frequency curve for systematic recordBlack Hills regional mixed-population frequency curveAlternative frequency curve for the ordinary-peaks populationRegional high-outlier population frequency curve (rescaled to station)Annual peak flow of the ordinary-peaks population
Alternative curve is based on adjustments to low-outlier criteria and/or skew
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06396200, Fiddle Creek near Edgemont, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.41 Peak-flow information for station 06396200, Fiddle Creek near Edgemont, SD.
Appendix 2 137
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06396300, Cottonwood Creek tributary near Edgemont, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DMagnitude of peak-flow value (based on drainage area) from Crippen and Bue (1977) envelope curves
Default Bulletin 17B frequency curve for systematic recordBlack Hills regional mixed-population frequency curveRegional high-outlier population frequency curve (rescaled to station)Annual peak flow of the ordinary-peaks population
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06396300, Cottonwood Creek tributary near Edgemont, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.42 Peak-flow information for station 06396300, Cottonwood Creek tributary near Edgemont, SD.
138 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06396350, Red Canyon Creek tributary near Pringle, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DMagnitude of peak-flow value (based on drainage area) from Crippen and Bue (1977) envelope curves
Default Bulletin 17B frequency curve for systematic recordBlack Hills regional mixed-population frequency curveRegional high-outlier population frequency curve (rescaled to station)Annual peak flow of the ordinary-peaks population
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06396350, Red Canyon Creek tributary near Pringle, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.43 Peak-flow information for station 06396350, Red Canyon Creek tributary near Pringle, SD.
Appendix 2 139
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06399300, Hat Creek tributary near Ardmore, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Magnitude of peak-flow value (based on drainage area) from Crippen and Bue (1977) envelope curves
Default Bulletin 17B frequency curve for systematic recordBlack Hills regional mixed-population frequency curveAlternative frequency curve for the ordinary-peaks populationRegional high-outlier population frequency curve (rescaled to station)Annual peak flow of the ordinary-peaks population
Alternative curve is based on adjustments to low-outlier criteria and/or skew
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06399300, Hat Creek tributary near Ardmore, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.44 Peak-flow information for station 06399300, Hat Creek tributary near Ardmore, SD.
140 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06399700, Piney Creek near Ardmore, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Magnitude of peak-flow value (based on drainage area) from Crippen and Bue (1977) envelope curves
Default Bulletin 17B frequency curve for systematic recordBlack Hills regional mixed-population frequency curveAlternative frequency curve for the ordinary-peaks populationRegional high-outlier population frequency curve (rescaled to station)Annual peak flow of the ordinary-peaks population
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06399700, Piney Creek near Ardmore, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.45 Peak-flow information for station 06399700, Piney Creek near Ardmore, SD.
Appendix 2 141
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06400000, Hat Creek near Edgemont, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Magnitude of peak-flow value (based on drainage area) from Crippen and Bue (1977) envelope curves
Default Bulletin 17B frequency curve for systematic recordBlack Hills regional mixed-population frequency curveAlternative frequency curve for the ordinary-peaks populationRegional high-outlier population frequency curve (rescaled to station)Annual peak flow of the ordinary-peaks population
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06400000, Hat Creek near Edgemont, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.46 Peak-flow information for station 06400000, Hat Creek near Edgemont, SD.
142 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06400497, Cascade Springs near Hot Springs, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DMagnitude of peak-flow value (based on drainage area) from Crippen and Bue (1977) envelope curves
Magnitude of high-outlier peak #1Default Bulletin 17B frequency curve for systematic recordBlack Hills regional mixed-population frequency curveAlternative frequency curve for the ordinary-peaks populationRegional high-outlier population frequency curve (rescaled to station)Annual peak flow of the ordinary-peaks population
Systematic data shown reflect truncation of a very large peak (judged as unrepresentative of theordinary peaks population)
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06400497, Cascade Springs near Hot Springs, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.47 Peak-flow information for station 06400497, Cascade Springs near Hot Springs, SD.
Appendix 2 143
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06400500, Cheyenne River near Hot Springs, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAlternative frequency curveAnnual peak flow
Alternative curve is based on information supplemental to systematic record: two-station analysis
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06400500, Cheyenne River near Hot Springs, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.48 Peak-flow information for station 06400500, Cheyenne River near Hot Springs, SD.
144 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06400875, Horsehead Creek at Oelrichs, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Magnitude of peak-flow value (based on drainage area) from Crippen and Bue (1977) envelope curves
Default Bulletin 17B frequency curve for systematic recordBlack Hills regional mixed-population frequency curveAlternative frequency curve for the ordinary-peaks populationRegional high-outlier population frequency curve (rescaled to station)Annual peak flow of the ordinary-peaks population
Alternative curve is based on adjustments to low-outlier criteria and/or skew
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06400875, Horsehead Creek at Oelrichs, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.49 Peak-flow information for station 06400875, Horsehead Creek at Oelrichs, SD.
Appendix 2 145
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06400900, Horeshead Creek tributary near Smithwick, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DMagnitude of peak-flow value (based on drainage area) from Crippen and Bue (1977) envelope curves
Default Bulletin 17B frequency curve for systematic recordBlack Hills regional mixed-population frequency curveRegional high-outlier population frequency curve (rescaled to station)Annual peak flow of the ordinary-peaks population
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06400900, Horeshead Creek tributary near Smithwick, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.50 Peak-flow information for station 06400900, Horeshead Creek tributary near Smithwick, SD.
146 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06401500, Cheyenne River below Angostura Dam, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAlternative frequency curveAnnual peak flow
Alternative curve is based on adjustments to low-outlier criteria and/or skew
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06401500, Cheyenne River below Angostura Dam, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.51 Peak-flow information for station 06401500, Cheyenne River below Angostura Dam, SD.
Appendix 2 147
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06402000, Fall River at Hot Springs, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Magnitude of peak-flow value (based on drainage area) from Crippen and Bue (1977) envelope curves
Default Bulletin 17B frequency curve for systematic recordBlack Hills regional mixed-population frequency curveRegional high-outlier population frequency curve (rescaled to station)Annual peak flow of the ordinary-peaks population
Systematic data shown reflect truncation of preregulation data
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06402000, Fall River at Hot Springs, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.52 Peak-flow information for station 06402000, Fall River at Hot Springs, SD.
148 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06402100, Fall River tributary at Hot Springs, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DMagnitude of peak-flow value (based on drainage area) from Crippen and Bue (1977) envelope curves
Default Bulletin 17B frequency curve for systematic recordBlack Hills regional mixed-population frequency curveRegional high-outlier population frequency curve (rescaled to station)Annual peak flow of the ordinary-peaks population
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06402100, Fall River tributary at Hot Springs, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.53 Peak-flow information for station 06402100, Fall River tributary at Hot Springs, SD.
Appendix 2 149
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06402430, Beaver Creek near Pringle, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Magnitude of peak-flow value (based on drainage area) from Crippen and Bue (1977) envelope curves
Default Bulletin 17B frequency curve for systematic recordBlack Hills regional mixed-population frequency curveRegional high-outlier population frequency curve (rescaled to station)Annual peak flow of the ordinary-peaks population
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06402430, Beaver Creek near Pringle, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.54 Peak-flow information for station 06402430, Beaver Creek near Pringle, SD.
150 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06402500, Beaver Creek near Buffalo Gap, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Magnitude of peak-flow value (based on drainage area) from Crippen and Bue (1977) envelope curves
Magnitude of high-outlier peak #1Default Bulletin 17B frequency curve for systematic recordBlack Hills regional mixed-population frequency curveAlternative frequency curve for the ordinary-peaks populationRegional high-outlier population frequency curve (rescaled to station)Annual peak flow of the ordinary-peaks population
Systematic data shown reflect truncation of a very large peak (judged as unrepresentative of theordinary peaks population)
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06402500, Beaver Creek near Buffalo Gap, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.55 Peak-flow information for station 06402500, Beaver Creek near Buffalo Gap, SD.
Appendix 2 151
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06402995, French Creek above Stockade Lake near Custer, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Magnitude of peak-flow value (based on drainage area) from Crippen and Bue (1977) envelope curves
Default Bulletin 17B frequency curve for systematic recordBlack Hills regional mixed-population frequency curveAlternative frequency curve for the ordinary-peaks populationRegional high-outlier population frequency curve (rescaled to station)Annual peak flow of the ordinary-peaks population
Alternative curve for ordinary peaks is based on information supplemental to systematic record:two-station analysis
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06402995, French Creek above Stockade Lake near Custer, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.56 Peak-flow information for station 06402995, French Creek above Stockade Lake near Custer, SD.
152 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06403300, French Creek above Fairburn, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Magnitude of peak-flow value (based on drainage area) from Crippen and Bue (1977) envelope curves
Default Bulletin 17B frequency curve for systematic recordBlack Hills regional mixed-population frequency curveRegional high-outlier population frequency curve (rescaled to station)Annual peak flow of the ordinary-peaks population
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06403300, French Creek above Fairburn, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.57 Peak-flow information for station 06403300, French Creek above Fairburn, SD.
Appendix 2 153
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06403800, Battle Creek tributary near Keystone, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DMagnitude of peak-flow value (based on drainage area) from Crippen and Bue (1977) envelope curves
Magnitude of high-outlier peak #1Default Bulletin 17B frequency curve for systematic recordBlack Hills regional mixed-population frequency curveAlternative frequency curve for the ordinary-peaks populationRegional high-outlier population frequency curve (rescaled to station)Annual peak flow of the ordinary-peaks population
Systematic data shown reflect truncation of a very large peak (judged as unrepresentative of theordinary peaks population)
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06403800, Battle Creek tributary near Keystone, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.58 Peak-flow information for station 06403800, Battle Creek tributary near Keystone, SD.
154 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06404000, Battle Creek near Keystone, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Magnitude of peak-flow value (based on drainage area) from Crippen and Bue (1977) envelope curves
Magnitude of high-outlier peak #1Default Bulletin 17B frequency curve for systematic recordBlack Hills regional mixed-population frequency curveAlternative frequency curve for the ordinary-peaks populationRegional high-outlier population frequency curve (rescaled to station)Annual peak flow of the ordinary-peaks population
Systematic data shown reflect truncation to exclude a very large peak (judged as unrepresentativeof the ordinary peaks population)
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06404000, Battle Creek near Keystone, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.59 Peak-flow information for station 06404000, Battle Creek near Keystone, SD.
Appendix 2 155
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06404800, Grace Coolidge Creek near Hayward, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DMagnitude of peak-flow value (based on drainage area) from Crippen and Bue (1977) envelope curves
Default Bulletin 17B frequency curve for systematic recordBlack Hills regional mixed-population frequency curveAlternative frequency curve for the ordinary-peaks populationRegional high-outlier population frequency curve (rescaled to station)Annual peak flow of the ordinary-peaks population
Alternative curve is based on adjustments to low-outlier criteria and/or skew
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06404800, Grace Coolidge Creek near Hayward, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.60 Peak-flow information for station 06404800, Grace Coolidge Creek near Hayward, SD.
156 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06404998, Grace Coolidge Creek near Game Lodge near Custer, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Magnitude of peak-flow value (based on drainage area) from Crippen and Bue (1977) envelope curves
Default Bulletin 17B frequency curve for systematic recordBlack Hills regional mixed-population frequency curveAlternative frequency curve for the ordinary-peaks populationRegional high-outlier population frequency curve (rescaled to station)Annual peak flow of the ordinary-peaks population
Systematic data shown reflect combination of records from multiple stations
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06404998, Grace Coolidge Creek near Game Lodge near Custer, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.61 Peak-flow information for station 06404998, Grace Coolidge Creek near Game Lodge near Custer, SD.
Appendix 2 157
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06405800, Bear Gulch near Hayward, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DMagnitude of peak-flow value (based on drainage area) from Crippen and Bue (1977) envelope curves
Magnitude of high-outlier peak #1Default Bulletin 17B frequency curve for systematic recordBlack Hills regional mixed-population frequency curveAlternative frequency curve for the ordinary-peaks populationRegional high-outlier population frequency curve (rescaled to station)Annual peak flow of the ordinary-peaks population
Systematic data shown reflect truncation to exclude a very large peak (judged as unrepresentativeof the ordinary peaks population)
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06405800, Bear Gulch near Hayward, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.62 Peak-flow information for station 06405800, Bear Gulch near Hayward, SD.
158 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06406000, Battle Creek at Hermosa, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Magnitude of peak-flow value (based on drainage area) from Crippen and Bue (1977) envelope curves
Magnitude of high-outlier peak #1Default Bulletin 17B frequency curve for systematic recordBlack Hills regional mixed-population frequency curveAlternative frequency curve for the ordinary-peaks populationRegional high-outlier population frequency curve (rescaled to station)Annual peak flow of the ordinary-peaks population
Systematic data shown reflect truncation to exclude a very large peak (judged as unrepresentativeof the ordinary peaks population)
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06406000, Battle Creek at Hermosa, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.63 Peak-flow information for station 06406000, Battle Creek at Hermosa, SD.
Appendix 2 159
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06406100, Battle Creek tributary near Hermosa, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DMagnitude of peak-flow value (based on drainage area) from Crippen and Bue (1977) envelope curves
Magnitude of high-outlier peak #1Default Bulletin 17B frequency curve for systematic recordBlack Hills regional mixed-population frequency curveAlternative frequency curve for the ordinary-peaks populationRegional high-outlier population frequency curve (rescaled to station)Annual peak flow of the ordinary-peaks population
Systematic data shown reflect truncation of a very large peak (judged as unrepresentative of theordinary peaks population)
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06406100, Battle Creek tributary near Hermosa, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.64 Peak-flow information for station 06406100, Battle Creek tributary near Hermosa, SD.
160 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06406500, Battle Creek below Hermosa, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Magnitude of peak-flow value (based on drainage area) from Crippen and Bue (1977) envelope curves
Default Bulletin 17B frequency curve for systematic recordBlack Hills regional mixed-population frequency curveAlternative frequency curve for the ordinary-peaks populationRegional high-outlier population frequency curve (rescaled to station)Annual peak flow of the ordinary-peaks population
Alternative curve for ordinary peaks is based on information supplemental to systematic record:two-station analysis
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06406500, Battle Creek below Hermosa, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.65 Peak-flow information for station 06406500, Battle Creek below Hermosa, SD.
Appendix 2 161
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06406750, Sunday Gulch near Hill City, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DMagnitude of peak-flow value (based on drainage area) from Crippen and Bue (1977) envelope curves
Default Bulletin 17B frequency curve for systematic recordBlack Hills regional mixed-population frequency curveRegional high-outlier population frequency curve (rescaled to station)Annual peak flow of the ordinary-peaks population
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06406750, Sunday Gulch near Hill City, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.66 Peak-flow information for station 06406750, Sunday Gulch near Hill City, SD.
162 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06406800, Newton Fork near Hill City, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DMagnitude of peak-flow value (based on drainage area) from Crippen and Bue (1977) envelope curves
Default Bulletin 17B frequency curve for systematic recordBlack Hills regional mixed-population frequency curveRegional high-outlier population frequency curve (rescaled to station)Annual peak flow of the ordinary-peaks population
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06406800, Newton Fork near Hill City, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.67 Peak-flow information for station 06406800, Newton Fork near Hill City, SD.
Appendix 2 163
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06406900, Palmer Creek near Hill City, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DMagnitude of peak-flow value (based on drainage area) from Crippen and Bue (1977) envelope curves
Magnitude of high-outlier peak #1Default Bulletin 17B frequency curve for systematic recordBlack Hills regional mixed-population frequency curveAlternative frequency curve for the ordinary-peaks populationRegional high-outlier population frequency curve (rescaled to station)Annual peak flow of the ordinary-peaks population
Systematic data shown reflect truncation of a very large peak (judged as unrepresentative of theordinary peaks population)
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06406900, Palmer Creek near Hill City, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.68 Peak-flow information for station 06406900, Palmer Creek near Hill City, SD.
164 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06406920, Spring Creek above Sheridan Lake near Keystone, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Magnitude of peak-flow value (based on drainage area) from Crippen and Bue (1977) envelope curves
Default Bulletin 17B frequency curve for systematic recordBlack Hills regional mixed-population frequency curveRegional high-outlier population frequency curve (rescaled to station)Annual peak flow of the ordinary-peaks population
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06406920, Spring Creek above Sheridan Lake near Keystone, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.69 Peak-flow information for station 06406920, Spring Creek above Sheridan Lake near Keystone, SD.
Appendix 2 165
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06407500, Spring Creek near Keystone, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Magnitude of peak-flow value (based on drainage area) from Crippen and Bue (1977) envelope curves
Default Bulletin 17B frequency curve for systematic recordBlack Hills regional mixed-population frequency curveAlternative frequency curve for the ordinary-peaks populationRegional high-outlier population frequency curve (rescaled to station)Annual peak flow of the ordinary-peaks population
Alternative curve is based on adjustments to low-outlier criteria and/or skew
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06407500, Spring Creek near Keystone, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.70 Peak-flow information for station 06407500, Spring Creek near Keystone, SD.
166 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06408500, Spring Creek near Hermosa, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Magnitude of peak-flow value (based on drainage area) from Crippen and Bue (1977) envelope curves
Magnitude of high-outlier peak #1Magnitude of high-outlier peak #2Default Bulletin 17B frequency curve for systematic recordBlack Hills regional mixed-population frequency curveAlternative frequency curve for the ordinary-peaks populationRegional high-outlier population frequency curve (rescaled to station)Annual peak flow of the ordinary-peaks population
Systematic data shown reflect truncation of two very large peaks (judged as unrepresentative ofthe ordinary peaks population)
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06408500, Spring Creek near Hermosa, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.71 Peak-flow information for station 06408500, Spring Creek near Hermosa, SD.
Appendix 2 167
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06408700, Rhoads Fork near Rochford, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DMagnitude of peak-flow value (based on drainage area) from Crippen and Bue (1977) envelope curves
Default Bulletin 17B frequency curve for systematic recordBlack Hills regional mixed-population frequency curveRegional high-outlier population frequency curve (rescaled to station)Annual peak flow of the ordinary-peaks population
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06408700, Rhoads Fork near Rochford, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.72 Peak-flow information for station 06408700, Rhoads Fork near Rochford, SD.
168 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06408850, Silver Creek near Rochford, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DMagnitude of peak-flow value (based on drainage area) from Crippen and Bue (1977) envelope curves
Default Bulletin 17B frequency curve for systematic recordBlack Hills regional mixed-population frequency curveRegional high-outlier population frequency curve (rescaled to station)Annual peak flow of the ordinary-peaks population
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06408850, Silver Creek near Rochford, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.73 Peak-flow information for station 06408850, Silver Creek near Rochford, SD.
Appendix 2 169
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06408900, Heeley Creek near Hill City, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DMagnitude of peak-flow value (based on drainage area) from Crippen and Bue (1977) envelope curves
Default Bulletin 17B frequency curve for systematic recordBlack Hills regional mixed-population frequency curveRegional high-outlier population frequency curve (rescaled to station)Annual peak flow of the ordinary-peaks population
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06408900, Heeley Creek near Hill City, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.74 Peak-flow information for station 06408900, Heeley Creek near Hill City, SD.
170 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06409000, Castle Creek above Deerfield Reservoir near Hill City, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Magnitude of peak-flow value (based on drainage area) from Crippen and Bue (1977) envelope curves
Magnitude of high-outlier peak #1Magnitude of high-outlier peak #2Default Bulletin 17B frequency curve for systematic recordBlack Hills regional mixed-population frequency curveAlternative frequency curve for the ordinary-peaks populationRegional high-outlier population frequency curve (rescaled to station)Annual peak flow of the ordinary-peaks population
Systematic data shown reflect truncation of two very large peaks (judged as unrepresentative ofthe ordinary peaks population)
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06409000, Castle Creek above Deerfield Reservoir near Hill City, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.75 Peak-flow information for station 06409000, Castle Creek above Deerfield Reservoir near Hill City, SD.
Appendix 2 171
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06410000, Castle Creek below Deerfield Dam, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06410000, Castle Creek below Deerfield Dam, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.76 Peak-flow information for station 06410000, Castle Creek below Deerfield Dam, SD.
172 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06410500, Rapid Creek above Pactola Reservoir at Silver City, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Magnitude of peak-flow value (based on drainage area) from Crippen and Bue (1977) envelope curves
Default Bulletin 17B frequency curve for systematic recordBlack Hills regional mixed-population frequency curveRegional high-outlier population frequency curve (rescaled to station)Annual peak flow of the ordinary-peaks population
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06410500, Rapid Creek above Pactola Reservoir at Silver City, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.77 Peak-flow information for station 06410500, Rapid Creek above Pactola Reservoir at Silver City, SD.
Appendix 2 173
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06411500, Rapid Creek below Pactola Dam, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAnnual peak flow
Systematic data reflect truncation of preregulation data
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06411500, Rapid Creek below Pactola Dam, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.78 Peak-flow information for station 06411500, Rapid Creek below Pactola Dam, SD.
174 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06412500, Rapid Creek above Canyon Lake near Rapid City, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Magnitude of peak-flow value (based on drainage area) from Crippen and Bue (1977) envelope curves
Magnitude of high-outlier peak #1Default Bulletin 17B frequency curve for systematic recordBlack Hills regional mixed-population frequency curveAlternative frequency curve for the ordinary-peaks populationRegional high-outlier population frequency curve (rescaled to station)Annual peak flow of the ordinary-peaks population
Systematic data shown reflect truncation of preregulation data and a very large peak (judged asunrepresentative of ordinary peaks population)
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06412500, Rapid Creek above Canyon Lake near Rapid City, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.79 Peak-flow information for station 06412500, Rapid Creek above Canyon Lake near Rapid City, SD.
Appendix 2 175
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06413650, Lime Creek at mouth at Rapid City, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DMagnitude of peak-flow value (based on drainage area) from Crippen and Bue (1977) envelope curves
Default Bulletin 17B frequency curve for systematic recordBlack Hills regional mixed-population frequency curveAlternative frequency curve for the ordinary-peaks populationRegional high-outlier population frequency curve (rescaled to station)Annual peak flow of the ordinary-peaks population
Alternative curve is based on adjustments to low-outlier criteria and/or skew
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06413650, Lime Creek at mouth at Rapid City, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.80 Peak-flow information for station 06413650, Lime Creek at mouth at Rapid City, SD.
176 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06414000, Rapid Creek at Rapid City, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Magnitude of peak-flow value (based on drainage area) from Crippen and Bue (1977) envelope curves
Magnitude of high-outlier peak #1Default Bulletin 17B frequency curve for systematic recordBlack Hills regional mixed-population frequency curveAlternative frequency curve for the ordinary-peaks populationRegional high-outlier population frequency curve (rescaled to station)Annual peak flow of the ordinary-peaks population
Systematic data shown reflect truncation of preregulation data and a very large peak (judged asunrepresentative of ordinary peaks population)
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06414000, Rapid Creek at Rapid City, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.81 Peak-flow information for station 06414000, Rapid Creek at Rapid City, SD.
Appendix 2 177
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06421500, Rapid Creek near Farmingdale, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Magnitude of peak-flow value (based on drainage area) from Crippen and Bue (1977) envelope curves
Magnitude of high-outlier peak #1Default Bulletin 17B frequency curve for systematic recordBlack Hills regional mixed-population frequency curveAlternative frequency curve for the ordinary-peaks populationRegional high-outlier population frequency curve (rescaled to station)Annual peak flow of the ordinary-peaks population
Systematic data shown reflect truncation of preregulation data and a very large peak (judged asunrepresentative of ordinary peaks population)
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06421500, Rapid Creek near Farmingdale, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.82 Peak-flow information for station 06421500, Rapid Creek near Farmingdale, SD.
178 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06421750, Rapid Creek tributary near Farmingdale, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DMagnitude of peak-flow value (based on drainage area) from Crippen and Bue (1977) envelope curves
Default Bulletin 17B frequency curve for systematic recordBlack Hills regional mixed-population frequency curveRegional high-outlier population frequency curve (rescaled to station)Annual peak flow of the ordinary-peaks population
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06421750, Rapid Creek tributary near Farmingdale, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.83 Peak-flow information for station 06421750, Rapid Creek tributary near Farmingdale, SD.
Appendix 2 179
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06422500, Boxelder Creek near Nemo, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Magnitude of peak-flow value (based on drainage area) from Crippen and Bue (1977) envelope curves
Magnitude of high-outlier peak #1Default Bulletin 17B frequency curve for systematic recordBlack Hills regional mixed-population frequency curveAlternative frequency curve for the ordinary-peaks populationRegional high-outlier population frequency curve (rescaled to station)Annual peak flow of the ordinary-peaks population
Systematic data shown reflect truncation of a very large peak (judged as unrepresentative of theordinary peaks population)
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06422500, Boxelder Creek near Nemo, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.84 Peak-flow information for station 06422500, Boxelder Creek near Nemo, SD.
180 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06423010, Boxelder Creek near Rapid City, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Magnitude of peak-flow value (based on drainage area) from Crippen and Bue (1977) envelope curves
Default Bulletin 17B frequency curve for systematic recordBlack Hills regional mixed-population frequency curveAlternative frequency curve for the ordinary-peaks populationRegional high-outlier population frequency curve (rescaled to station)Annual peak flow of the ordinary-peaks population
Alternative curve is based on adjustments to low-outlier criteria and/or skew
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06423010, Boxelder Creek near Rapid City, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.85 Peak-flow information for station 06423010, Boxelder Creek near Rapid City, SD.
Appendix 2 181
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06423500, Cheyenne River near Wasta, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAlternative frequency curveAnnual peak flow
Alternative curve is based on information supplemental to systematic record: truncation to baseperiod (1946-2001)
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06423500, Cheyenne River near Wasta, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.86 Peak-flow information for station 06423500, Cheyenne River near Wasta, SD.
182 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06424000, Elk Creek near Roubaix, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DMagnitude of peak-flow value (based on drainage area) from Crippen and Bue (1977) envelope curves
Default Bulletin 17B frequency curve for systematic recordBlack Hills regional mixed-population frequency curveRegional high-outlier population frequency curve (rescaled to station)Annual peak flow of the ordinary-peaks population
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06424000, Elk Creek near Roubaix, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.87 Peak-flow information for station 06424000, Elk Creek near Roubaix, SD.
Appendix 2 183
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06425100, Elk Creek near Rapid City, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Magnitude of peak-flow value (based on drainage area) from Crippen and Bue (1977) envelope curves
Default Bulletin 17B frequency curve for systematic recordBlack Hills regional mixed-population frequency curveAlternative frequency curve for the ordinary-peaks populationRegional high-outlier population frequency curve (rescaled to station)Annual peak flow of the ordinary-peaks population
Alternative curve is based on adjustments to low-outlier criteria and/or skew
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06425100, Elk Creek near Rapid City, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.88 Peak-flow information for station 06425100, Elk Creek near Rapid City, SD.
184 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06425500, Elk Creek near Elm Springs, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Magnitude of peak-flow value (based on drainage area) from Crippen and Bue (1977) envelope curves
Default Bulletin 17B frequency curve for systematic recordBlack Hills regional mixed-population frequency curveAlternative frequency curve for the ordinary-peaks populationRegional high-outlier population frequency curve (rescaled to station)Annual peak flow of the ordinary-peaks population
Alternative curve is based on adjustments to low-outlier criteria and/or skew
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06425500, Elk Creek near Elm Springs, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.89 Peak-flow information for station 06425500, Elk Creek near Elm Springs, SD.
Appendix 2 185
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06428500, Belle Fourche River at Wyoming-South Dakota State lineFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06428500, Belle Fourche River at Wyoming-South Dakota State lineTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.90 Peak-flow information for station 06428500, Belle Fourche River at Wyoming-South Dakota State line.
186 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06429500, Cold Springs Creek at Buckhorn, WYFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DMagnitude of peak-flow value (based on drainage area) from Crippen and Bue (1977) envelope curves
Default Bulletin 17B frequency curve for systematic recordBlack Hills regional mixed-population frequency curveRegional high-outlier population frequency curve (rescaled to station)Annual peak flow of the ordinary-peaks population
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06429500, Cold Springs Creek at Buckhorn, WYTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.91 Peak-flow information for station 06429500, Cold Springs Creek at Buckhorn, WY.
Appendix 2 187
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06429905, Sand Creek near Ranch A near Beulah, WYFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Magnitude of peak-flow value (based on drainage area) from Crippen and Bue (1977) envelope curves
Magnitude of high-outlier peak #1Default Bulletin 17B frequency curve for systematic recordBlack Hills regional mixed-population frequency curveAlternative frequency curve for the ordinary-peaks populationRegional high-outlier population frequency curve (rescaled to station)Annual peak flow of the ordinary-peaks population
Systematic data shown reflect truncation of a very large peak (judged as unrepresentative of theordinary peaks population)
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06429905, Sand Creek near Ranch A near Beulah, WYTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.92 Peak-flow information for station 06429905, Sand Creek near Ranch A near Beulah, WY.
188 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06430500, Redwater Creek at Wyoming-South Dakota State lineFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Magnitude of peak-flow value (based on drainage area) from Crippen and Bue (1977) envelope curves
Default Bulletin 17B frequency curve for systematic recordBlack Hills regional mixed-population frequency curveAlternative frequency curve for the ordinary-peaks populationRegional high-outlier population frequency curve (rescaled to station)Annual peak flow of the ordinary-peaks population
Alternative curve is based on adjustments to low-outlier criteria and/or skew
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06430500, Redwater Creek at Wyoming-South Dakota State lineTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.93 Peak-flow information for station 06430500, Redwater Creek at Wyoming-South Dakota State line.
Appendix 2 189
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06430532, Crow Creek near Beulah, WYFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Magnitude of peak-flow value (based on drainage area) from Crippen and Bue (1977) envelope curves
Default Bulletin 17B frequency curve for systematic recordBlack Hills regional mixed-population frequency curveRegional high-outlier population frequency curve (rescaled to station)Annual peak flow of the ordinary-peaks population
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06430532, Crow Creek near Beulah, WYTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.94 Peak-flow information for station 06430532, Crow Creek near Beulah, WY.
190 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06430770, Spearfish Creek near Lead, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Magnitude of peak-flow value (based on drainage area) from Crippen and Bue (1977) envelope curves
Default Bulletin 17B frequency curve for systematic recordBlack Hills regional mixed-population frequency curveRegional high-outlier population frequency curve (rescaled to station)Annual peak flow of the ordinary-peaks population
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06430770, Spearfish Creek near Lead, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.95 Peak-flow information for station 06430770, Spearfish Creek near Lead, SD.
Appendix 2 191
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06430800, Annie Creek near Lead, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DMagnitude of peak-flow value (based on drainage area) from Crippen and Bue (1977) envelope curves
Default Bulletin 17B frequency curve for systematic recordBlack Hills regional mixed-population frequency curveRegional high-outlier population frequency curve (rescaled to station)Annual peak flow of the ordinary-peaks population
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06430800, Annie Creek near Lead, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.96 Peak-flow information for station 06430800, Annie Creek near Lead, SD.
192 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06430850, Little Spearfish Creek near Lead, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DMagnitude of peak-flow value (based on drainage area) from Crippen and Bue (1977) envelope curves
Default Bulletin 17B frequency curve for systematic recordBlack Hills regional mixed-population frequency curveRegional high-outlier population frequency curve (rescaled to station)Annual peak flow of the ordinary-peaks population
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06430850, Little Spearfish Creek near Lead, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.97 Peak-flow information for station 06430850, Little Spearfish Creek near Lead, SD.
Appendix 2 193
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06430898, Cleopatra Creek near Spearfish, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DMagnitude of peak-flow value (based on drainage area) from Crippen and Bue (1977) envelope curves
Default Bulletin 17B frequency curve for systematic recordBlack Hills regional mixed-population frequency curveRegional high-outlier population frequency curve (rescaled to station)Annual peak flow of the ordinary-peaks population
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06430898, Cleopatra Creek near Spearfish, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.98 Peak-flow information for station 06430898, Cleopatra Creek near Spearfish, SD.
194 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06431500, Spearfish Creek at Spearfish, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Magnitude of peak-flow value (based on drainage area) from Crippen and Bue (1977) envelope curves
Default Bulletin 17B frequency curve for systematic recordBlack Hills regional mixed-population frequency curveAlternative frequency curve for the ordinary-peaks populationRegional high-outlier population frequency curve (rescaled to station)Annual peak flow of the ordinary-peaks population
Alternative curve is based on adjustments to low-outlier criteria and/or skew
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06431500, Spearfish Creek at Spearfish, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.99 Peak-flow information for station 06431500, Spearfish Creek at Spearfish, SD.
Appendix 2 195
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06432200, Polo Creek near Whitewood, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DMagnitude of peak-flow value (based on drainage area) from Crippen and Bue (1977) envelope curves
Default Bulletin 17B frequency curve for systematic recordBlack Hills regional mixed-population frequency curveRegional high-outlier population frequency curve (rescaled to station)Annual peak flow of the ordinary-peaks population
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06432200, Polo Creek near Whitewood, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.100 Peak-flow information for station 06432200, Polo Creek near Whitewood, SD.
196 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06432230, Miller Creek near Whitewood, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Magnitude of peak-flow value (based on drainage area) from Crippen and Bue (1977) envelope curves
Default Bulletin 17B frequency curve for systematic recordBlack Hills regional mixed-population frequency curveAlternative frequency curve for the ordinary-peaks populationRegional high-outlier population frequency curve (rescaled to station)Annual peak flow of the ordinary-peaks population
Alternative curve is based on adjustments to low-outlier criteria and/or skew
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06432230, Miller Creek near Whitewood, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.101 Peak-flow information for station 06432230, Miller Creek near Whitewood, SD.
Appendix 2 197
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06433000, Redwater River above Belle Fourche, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Magnitude of peak-flow value (based on drainage area) from Crippen and Bue (1977) envelope curves
Magnitude of high-outlier peak #1Default Bulletin 17B frequency curve for systematic recordBlack Hills regional mixed-population frequency curveAlternative frequency curve for the ordinary-peaks populationRegional high-outlier population frequency curve (rescaled to station)Annual peak flow of the ordinary-peaks population
Systematic data shown reflect truncation of a very large peak (judged as unrepresentative of theordinary peaks population)
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06433000, Redwater River above Belle Fourche, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.102 Peak-flow information for station 06433000, Redwater River above Belle Fourche, SD.
198 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06433500, Hay Creek at Belle Fourche, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Magnitude of peak-flow value (based on drainage area) from Crippen and Bue (1977) envelope curves
Default Bulletin 17B frequency curve for systematic recordBlack Hills regional mixed-population frequency curveRegional high-outlier population frequency curve (rescaled to station)Annual peak flow of the ordinary-peaks population
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06433500, Hay Creek at Belle Fourche, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.103 Peak-flow information for station 06433500, Hay Creek at Belle Fourche, SD.
Appendix 2 199
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06434800, Owl Creek tributary near Belle Fourche, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DMagnitude of peak-flow value (based on drainage area) from Crippen and Bue (1977) envelope curves
Default Bulletin 17B frequency curve for systematic recordBlack Hills regional mixed-population frequency curveRegional high-outlier population frequency curve (rescaled to station)Annual peak flow of the ordinary-peaks population
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06434800, Owl Creek tributary near Belle Fourche, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.104 Peak-flow information for station 06434800, Owl Creek tributary near Belle Fourche, SD.
200 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06436000, Belle Fourche River near Fruitdale, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAlternative frequency curveAnnual peak flow
Alternative curve is based on adjustments to low-outlier criteria and/or skew
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06436000, Belle Fourche River near Fruitdale, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.105 Peak-flow information for station 06436000, Belle Fourche River near Fruitdale, SD.
Appendix 2 201
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06436156, Whitetail Creek at Lead, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DMagnitude of peak-flow value (based on drainage area) from Crippen and Bue (1977) envelope curves
Default Bulletin 17B frequency curve for systematic recordBlack Hills regional mixed-population frequency curveRegional high-outlier population frequency curve (rescaled to station)Annual peak flow of the ordinary-peaks population
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06436156, Whitetail Creek at Lead, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.106 Peak-flow information for station 06436156, Whitetail Creek at Lead, SD.
202 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06436180, Whitewood Creek above Whitewood, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Magnitude of peak-flow value (based on drainage area) from Crippen and Bue (1977) envelope curves
Default Bulletin 17B frequency curve for systematic recordBlack Hills regional mixed-population frequency curveAlternative frequency curve for the ordinary-peaks populationRegional high-outlier population frequency curve (rescaled to station)Annual peak flow of the ordinary-peaks population
Systematic data shown reflect combination of records from multiple stations
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06436180, Whitewood Creek above Whitewood, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.107 Peak-flow information for station 06436180, Whitewood Creek above Whitewood, SD.
Appendix 2 203
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06436190, Whitewood Creek near Whitewood, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Magnitude of peak-flow value (based on drainage area) from Crippen and Bue (1977) envelope curves
Default Bulletin 17B frequency curve for systematic recordBlack Hills regional mixed-population frequency curveAlternative frequency curve for the ordinary-peaks populationRegional high-outlier population frequency curve (rescaled to station)Annual peak flow of the ordinary-peaks population
Alternative curve is based on adjustments to low-outlier criteria and/or skew
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06436190, Whitewood Creek near Whitewood, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.108 Peak-flow information for station 06436190, Whitewood Creek near Whitewood, SD.
204 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06436198, Whitewood Creek above Vale, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Magnitude of peak-flow value (based on drainage area) from Crippen and Bue (1977) envelope curves
Default Bulletin 17B frequency curve for systematic recordBlack Hills regional mixed-population frequency curveAlternative frequency curve for the ordinary-peaks populationRegional high-outlier population frequency curve (rescaled to station)Annual peak flow of the ordinary-peaks population
Alternative curve for ordinary peaks is based on information supplemental to systematic record:mixed-station analysis
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06436198, Whitewood Creek above Vale, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.109 Peak-flow information for station 06436198, Whitewood Creek above Vale, SD.
Appendix 2 205
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06436700, Indian Creek near Arpan, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Magnitude of peak-flow value (based on drainage area) from Crippen and Bue (1977) envelope curves
Default Bulletin 17B frequency curve for systematic recordBlack Hills regional mixed-population frequency curveAlternative frequency curve for the ordinary-peaks populationRegional high-outlier population frequency curve (rescaled to station)Annual peak flow of the ordinary-peaks population
Alternative curve is based on adjustments to low-outlier criteria and/or skew
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06436700, Indian Creek near Arpan, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.110 Peak-flow information for station 06436700, Indian Creek near Arpan, SD.
206 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06436760, Horse Creek above Vale, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Magnitude of peak-flow value (based on drainage area) from Crippen and Bue (1977) envelope curves
Default Bulletin 17B frequency curve for systematic recordBlack Hills regional mixed-population frequency curveAlternative frequency curve for the ordinary-peaks populationRegional high-outlier population frequency curve (rescaled to station)Annual peak flow of the ordinary-peaks population
Systematic data shown reflect combination of records from multiple stations
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06436760, Horse Creek above Vale, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.111 Peak-flow information for station 06436760, Horse Creek above Vale, SD.
Appendix 2 207
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06436800, Horse Creek near Vale, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Magnitude of peak-flow value (based on drainage area) from Crippen and Bue (1977) envelope curves
Default Bulletin 17B frequency curve for systematic recordBlack Hills regional mixed-population frequency curveAlternative frequency curve for the ordinary-peaks populationRegional high-outlier population frequency curve (rescaled to station)Annual peak flow of the ordinary-peaks population
Alternative curve for ordinary peaks is based on information supplemental to systematic record:mixed-station analysis
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06436800, Horse Creek near Vale, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.112 Peak-flow information for station 06436800, Horse Creek near Vale, SD.
208 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06437000, Belle Fourche River near Sturgis, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06437000, Belle Fourche River near Sturgis, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.113 Peak-flow information for station 06437000, Belle Fourche River near Sturgis, SD.
Appendix 2 209
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06437020, Bear Butte Creek near Deadwood, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Magnitude of peak-flow value (based on drainage area) from Crippen and Bue (1977) envelope curves
Default Bulletin 17B frequency curve for systematic recordBlack Hills regional mixed-population frequency curveRegional high-outlier population frequency curve (rescaled to station)Annual peak flow of the ordinary-peaks population
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06437020, Bear Butte Creek near Deadwood, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.114 Peak-flow information for station 06437020, Bear Butte Creek near Deadwood, SD.
210 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06437100, Boulder Creek near Deadwood, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DMagnitude of peak-flow value (based on drainage area) from Crippen and Bue (1977) envelope curves
Default Bulletin 17B frequency curve for systematic recordBlack Hills regional mixed-population frequency curveAlternative frequency curve for the ordinary-peaks populationRegional high-outlier population frequency curve (rescaled to station)Annual peak flow of the ordinary-peaks population
Alternative curve is based on adjustments to low-outlier criteria and/or skew
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06437100, Boulder Creek near Deadwood, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.115 Peak-flow information for station 06437100, Boulder Creek near Deadwood, SD.
Appendix 2 211
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06437500, Bear Butte Creek near Sturgis, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Magnitude of peak-flow value (based on drainage area) from Crippen and Bue (1977) envelope curves
Default Bulletin 17B frequency curve for systematic recordBlack Hills regional mixed-population frequency curveAlternative frequency curve for the ordinary-peaks populationRegional high-outlier population frequency curve (rescaled to station)Annual peak flow of the ordinary-peaks population
Alternative curve is based on adjustments to low-outlier criteria and/or skew
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06437500, Bear Butte Creek near Sturgis, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.116 Peak-flow information for station 06437500, Bear Butte Creek near Sturgis, SD.
212 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06438000, Belle Fourche River near Elm Springs, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAlternative frequency curveAnnual peak flow
Alternative curve is based on information supplemental to systematic record: truncation to baseperiod (1946-2001)
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06438000, Belle Fourche River near Elm Springs, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.117 Peak-flow information for station 06438000, Belle Fourche River near Elm Springs, SD.
Appendix 2 213
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06438500, Cheyenne River near Plainview, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAlternative frequency curveAnnual peak flow
Alternative curve is based on information supplemental to systematic record: mixed-station analysis
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06438500, Cheyenne River near Plainview, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.118 Peak-flow information for station 06438500, Cheyenne River near Plainview, SD.
214 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06439000, Cherry Creek near Plainview, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06439000, Cherry Creek near Plainview, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.119 Peak-flow information for station 06439000, Cherry Creek near Plainview, SD.
Appendix 2 215
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06439050, Cherry Creek tributary near Avance, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06439050, Cherry Creek tributary near Avance, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.120 Peak-flow information for station 06439050, Cherry Creek tributary near Avance, SD.
216 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06439060, Cherry Creek tributary no. 2 near Avance, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06439060, Cherry Creek tributary no. 2 near Avance, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.121 Peak-flow information for station 06439060, Cherry Creek tributary no. 2 near Avance, SD.
Appendix 2 217
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06439080, Cherry Creek tributary no. 3 near Avance, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06439080, Cherry Creek tributary no. 3 near Avance, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.122 Peak-flow information for station 06439080, Cherry Creek tributary no. 3 near Avance, SD.
218 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06439100, Beaver Creek near Faith, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06439100, Beaver Creek near Faith, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.123 Peak-flow information for station 06439100, Beaver Creek near Faith, SD.
Appendix 2 219
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06439300, Cheyenne River at Cherry Creek, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAlternative frequency curveAnnual peak flow
Systematic data shown reflect combination of records from multiple stations
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06439300, Cheyenne River at Cherry Creek, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.124 Peak-flow information for station 06439300, Cheyenne River at Cherry Creek, SD.
220 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06439400, Plum Creek tributary near Milesville, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06439400, Plum Creek tributary near Milesville, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.125 Peak-flow information for station 06439400, Plum Creek tributary near Milesville, SD.
Appendix 2 221
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06439430, Cottonwood Creek near Cherry Creek, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06439430, Cottonwood Creek near Cherry Creek, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.126 Peak-flow information for station 06439430, Cottonwood Creek near Cherry Creek, SD.
222 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06439960, Chantier Creek near Hayes, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAlternative frequency curveAnnual peak flow
Systematic data shown reflect truncation of an annual peak resulting from a dam failure
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06439960, Chantier Creek near Hayes, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.127 Peak-flow information for station 06439960, Chantier Creek near Hayes, SD.
Appendix 2 223
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06440200, South Fork Bad River near Cottonwood, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAlternative frequency curveAnnual peak flow
Alternative curve is based on information supplemental to systematic record: two-station analysis
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06440200, South Fork Bad River near Cottonwood, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.128 Peak-flow information for station 06440200, South Fork Bad River near Cottonwood, SD.
224 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06440850, Medicine Creek near Phillip, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06440850, Medicine Creek near Phillip, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.129 Peak-flow information for station 06440850, Medicine Creek near Phillip, SD.
Appendix 2 225
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06441000, Bad River near Midland, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAlternative frequency curveAnnual peak flow
Alternative curve is based on adjustments to low-outlier criteria and/or skew
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06441000, Bad River near Midland, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.130 Peak-flow information for station 06441000, Bad River near Midland, SD.
226 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06441100, Plum Creek near Hayes, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06441100, Plum Creek near Hayes, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.131 Peak-flow information for station 06441100, Plum Creek near Hayes, SD.
Appendix 2 227
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06441110, Plum Creek below Hayes, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06441110, Plum Creek below Hayes, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.132 Peak-flow information for station 06441110, Plum Creek below Hayes, SD.
228 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06441200, Powell Creek tributary near Fort Pierre, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06441200, Powell Creek tributary near Fort Pierre, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.133 Peak-flow information for station 06441200, Powell Creek tributary near Fort Pierre, SD.
Appendix 2 229
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06441500, Bad River near Fort Pierre, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06441500, Bad River near Fort Pierre, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.134 Peak-flow information for station 06441500, Bad River near Fort Pierre, SD.
230 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06441530, Hilgers Gulch tributary near Pierre, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAlternative frequency curveAnnual peak flow
Alternative curve is based on adjustments to low-outlier criteria and/or skew
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06441530, Hilgers Gulch tributary near Pierre, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.135 Peak-flow information for station 06441530, Hilgers Gulch tributary near Pierre, SD.
Appendix 2 231
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06441580, Hilgers Gulch at Pierre, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAlternative frequency curveAnnual peak flow
Alternative curve is based on adjustments to low-outlier criteria and/or skew
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06441580, Hilgers Gulch at Pierre, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.136 Peak-flow information for station 06441580, Hilgers Gulch at Pierre, SD.
232 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06441650, Mush Creek near Pierre, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAlternative frequency curveAnnual peak flow
Alternative curve is based on adjustments to low-outlier criteria and/or skew
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06441650, Mush Creek near Pierre, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.137 Peak-flow information for station 06441650, Mush Creek near Pierre, SD.
Appendix 2 233
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06441670, Missouri River tributary near Pierre, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06441670, Missouri River tributary near Pierre, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.138 Peak-flow information for station 06441670, Missouri River tributary near Pierre, SD.
234 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06441750, Missouri River tributary near Canning, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06441750, Missouri River tributary near Canning, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.139 Peak-flow information for station 06441750, Missouri River tributary near Canning, SD.
Appendix 2 235
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06442000, Medicine Knoll Creek near Blunt, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAlternative frequency curveAnnual peak flow
Alternative curve is based on adjustments to low-outlier criteria and/or skew
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06442000, Medicine Knoll Creek near Blunt, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.140 Peak-flow information for station 06442000, Medicine Knoll Creek near Blunt, SD.
236 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06442050, Missouri River tributary near De Grey, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAlternative frequency curveAnnual peak flow
Alternative curve is based on adjustments to low-outlier criteria and/or skew
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06442050, Missouri River tributary near De Grey, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.141 Peak-flow information for station 06442050, Missouri River tributary near De Grey, SD.
Appendix 2 237
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06442350, North Fork Medicine Creek near Vivian, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAnnual peak flow
Alternative curve is based on adjustments to low-outlier criteria and/or skew
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06442350, North Fork Medicine Creek near Vivian, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.142 Peak-flow information for station 06442350, North Fork Medicine Creek near Vivian, SD.
238 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06442380, Medicine Creek tributary near Vivian, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06442380, Medicine Creek tributary near Vivian, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.143 Peak-flow information for station 06442380, Medicine Creek tributary near Vivian, SD.
Appendix 2 239
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06442400, Medicine Creek tributary no. 2 near Vivian, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06442400, Medicine Creek tributary no. 2 near Vivian, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.144 Peak-flow information for station 06442400, Medicine Creek tributary no. 2 near Vivian, SD.
240 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06442500, Medicine Creek at Kennebec, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAlternative frequency curveAnnual peak flow
Alternative curve is based on adjustments to low-outlier criteria and/or skew
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06442500, Medicine Creek at Kennebec, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.145 Peak-flow information for station 06442500, Medicine Creek at Kennebec, SD.
Appendix 2 241
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06442718, Campbell Creek near Lee's Corner, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06442718, Campbell Creek near Lee's Corner, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.146 Peak-flow information for station 06442718, Campbell Creek near Lee’s Corner, SD.
242 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06442850, Elm Creek tributary near Ree Heights, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06442850, Elm Creek tributary near Ree Heights, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.147 Peak-flow information for station 06442850, Elm Creek tributary near Ree Heights, SD.
Appendix 2 243
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06442900, Elm Creek near Gann Valley, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06442900, Elm Creek near Gann Valley, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.148 Peak-flow information for station 06442900, Elm Creek near Gann Valley, SD.
244 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06442950, Crow Creek near Gann Valley, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06442950, Crow Creek near Gann Valley, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.149 Peak-flow information for station 06442950, Crow Creek near Gann Valley, SD.
Appendix 2 245
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06445685, White River near Nebraska-South Dakota State lineFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAlternative frequency curveAnnual peak flow
Data points shown reflect combination of records from multiple stations; alternative curve alsobased on historic analysis
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06445685, White River near Nebraska-South Dakota State lineTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.150 Peak-flow information for station 06445685, White River near Nebraska-South Dakota State line.
246 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06445980, White Clay Creek near Oglala, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06445980, White Clay Creek near Oglala, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.151 Peak-flow information for station 06445980, White Clay Creek near Oglala, SD.
Appendix 2 247
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06446000, White River near Oglala, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06446000, White River near Oglala, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.152 Peak-flow information for station 06446000, White River near Oglala, SD.
248 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06446250, Porcupine Creek tributary near Rockyford, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06446250, Porcupine Creek tributary near Rockyford, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.153 Peak-flow information for station 06446250, Porcupine Creek tributary near Rockyford, SD.
Appendix 2 249
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06446400, Cain Creek tributary at Imlay, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06446400, Cain Creek tributary at Imlay, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.154 Peak-flow information for station 06446400, Cain Creek tributary at Imlay, SD.
250 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06446430, White River tributary near Conata, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06446430, White River tributary near Conata, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.155 Peak-flow information for station 06446430, White River tributary near Conata, SD.
Appendix 2 251
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06446550, White River tributary near Interior, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06446550, White River tributary near Interior, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.156 Peak-flow information for station 06446550, White River tributary near Interior, SD.
252 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06447000, White River near Kadoka, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06447000, White River near Kadoka, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.157 Peak-flow information for station 06447000, White River near Kadoka, SD.
Appendix 2 253
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06447500, Little White River near Martin, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06447500, Little White River near Martin, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.158 Peak-flow information for station 06447500, Little White River near Martin, SD.
254 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06448000, Lake Creek above Refuge near Tuthill, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06448000, Lake Creek above Refuge near Tuthill, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.159 Peak-flow information for station 06448000, Lake Creek above Refuge near Tuthill, SD.
Appendix 2 255
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06449000, Lake Creek below Refuge near Tuthill, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06449000, Lake Creek below Refuge near Tuthill, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.160 Peak-flow information for station 06449000, Lake Creek below Refuge near Tuthill, SD.
256 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06449100, Little White River near Vetal, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06449100, Little White River near Vetal, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.161 Peak-flow information for station 06449100, Little White River near Vetal, SD.
Appendix 2 257
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06449250, Spring Creek near St. Francis, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06449250, Spring Creek near St. Francis, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.162 Peak-flow information for station 06449250, Spring Creek near St. Francis, SD.
258 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06449300, Little White River above Rosebud, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAlternative frequency curveAnnual peak flow
Alternative curve is based on information supplemental to systematic record: two-station analysis
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06449300, Little White River above Rosebud, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.163 Peak-flow information for station 06449300, Little White River above Rosebud, SD.
Appendix 2 259
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06449400, Rosebud Creek at Rosebud, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAlternative frequency curveAnnual peak flow
Alternative curve is based on adjustments to low-outlier criteria and/or skew
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06449400, Rosebud Creek at Rosebud, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.164 Peak-flow information for station 06449400, Rosebud Creek at Rosebud, SD.
260 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06449500, Little White River near Rosebud, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAlternative frequency curveAnnual peak flow
Alternative curve is based on adjustments to low-outlier criteria and/or skew
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06449500, Little White River near Rosebud, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.165 Peak-flow information for station 06449500, Little White River near Rosebud, SD.
Appendix 2 261
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06449700, Little Oak Creek near Mission, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAlternative frequency curveAnnual peak flow
Alternative curve is based on adjustments to low-outlier criteria and/or skew
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06449700, Little Oak Creek near Mission, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.166 Peak-flow information for station 06449700, Little Oak Creek near Mission, SD.
262 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06449750, West Branch Horse Creek near Mission, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06449750, West Branch Horse Creek near Mission, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.167 Peak-flow information for station 06449750, West Branch Horse Creek near Mission, SD.
Appendix 2 263
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06450500, Little White River below White River, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAlternative frequency curveAnnual peak flow
Alternative curve is based on adjustments to low-outlier criteria and/or skew
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06450500, Little White River below White River, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.168 Peak-flow information for station 06450500, Little White River below White River, SD.
264 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06451750, Cottonwood Creek tributary near Winner, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06451750, Cottonwood Creek tributary near Winner, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.169 Peak-flow information for station 06451750, Cottonwood Creek tributary near Winner, SD.
Appendix 2 265
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06452000, White River near Oacoma, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06452000, White River near Oacoma, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.170 Peak-flow information for station 06452000, White River near Oacoma, SD.
266 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06452250, Fivemile Creek tributary near Iona, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06452250, Fivemile Creek tributary near Iona, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.171 Peak-flow information for station 06452250, Fivemile Creek tributary near Iona, SD.
Appendix 2 267
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06452320, Platte Creek near Platte, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAlternative frequency curveAnnual peak flow
Alternative curve is based on information supplemental to systematic record: two-station analysis
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06452320, Platte Creek near Platte, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.172 Peak-flow information for station 06452320, Platte Creek near Platte, SD.
268 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06453150, Choteau Creek tributary near Tripp, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06453150, Choteau Creek tributary near Tripp, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.173 Peak-flow information for station 06453150, Choteau Creek tributary near Tripp, SD.
Appendix 2 269
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06453250, Choteau Creek tributary near Wagner, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAlternative frequency curveAnnual peak flow
Alternative curve is based on information supplemental to systematic record: two-station analysis
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06453250, Choteau Creek tributary near Wagner, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.174 Peak-flow information for station 06453250, Choteau Creek tributary near Wagner, SD.
270 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06453255, Choteau Creek near Avon, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAlternative frequency curveAnnual peak flow
Alternative curve is based on information supplemental to systematic record: two-station analysis
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06453255, Choteau Creek near Avon, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.175 Peak-flow information for station 06453255, Choteau Creek near Avon, SD.
Appendix 2 271
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06453400, Ponca Creek near Naper, NEFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06453400, Ponca Creek near Naper, NETime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.176 Peak-flow information for station 06453400, Ponca Creek near Naper, NE.
272 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06463900, Antelope Creek near Mission, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06463900, Antelope Creek near Mission, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.177 Peak-flow information for station 06463900, Antelope Creek near Mission, SD.
Appendix 2 273
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06464100, Keya Paha River near Keyapaha, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06464100, Keya Paha River near Keyapaha, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.178 Peak-flow information for station 06464100, Keya Paha River near Keyapaha, SD.
274 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06464500, Keya Paha River at Wewela, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06464500, Keya Paha River at Wewela, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.179 Peak-flow information for station 06464500, Keya Paha River at Wewela, SD.
Appendix 2 275
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06471000, James River at Columbia, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAlternative frequency curveAnnual peak flow
Alternative curve is based on adjustments to low-outlier criteria and/or skew
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06471000, James River at Columbia, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.180 Peak-flow information for station 06471000, James River at Columbia, SD.
276 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06471050, Elm River tributary near Leola, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06471050, Elm River tributary near Leola, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.181 Peak-flow information for station 06471050, Elm River tributary near Leola, SD.
Appendix 2 277
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06471200, Maple River at North Dakota-South Dakota State lineFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAlternative frequency curveAnnual peak flow
Alternative curve is based on adjustments to low-outlier criteria and/or skew
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06471200, Maple River at North Dakota-South Dakota State lineTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.182 Peak-flow information for station 06471200, Maple River at North Dakota-South Dakota State line.
278 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06471350, Maple River at Frederick, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAlternative frequency curveAnnual peak flow
Alternative curve is based on information supplemental to systematic record: mixed-station analysis
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06471350, Maple River at Frederick, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.183 Peak-flow information for station 06471350, Maple River at Frederick, SD.
Appendix 2 279
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06471400, Willow Creek tributary near Leola, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06471400, Willow Creek tributary near Leola, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.184 Peak-flow information for station 06471400, Willow Creek tributary near Leola, SD.
280 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06471450, Willow Creek tributary near Barnard, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06471450, Willow Creek tributary near Barnard, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.185 Peak-flow information for station 06471450, Willow Creek tributary near Barnard, SD.
Appendix 2 281
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06471500, Elm River at Westport, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAlternative frequency curveAnnual peak flow
Alternative curve is based on adjustments to low-outlier criteria and/or skew
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06471500, Elm River at Westport, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.186 Peak-flow information for station 06471500, Elm River at Westport, SD.
282 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06472000, James River near Stratford, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAlternative frequency curveAnnual peak flow
Alternative curve is based on information supplemental to systematic record: mixed-station analysis
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06472000, James River near Stratford, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.187 Peak-flow information for station 06472000, James River near Stratford, SD.
Appendix 2 283
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06472200, Mud Creek tributary near Groton, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06472200, Mud Creek tributary near Groton, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.188 Peak-flow information for station 06472200, Mud Creek tributary near Groton, SD.
284 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06472250, Mud Creek tributary no. 2 near Groton, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06472250, Mud Creek tributary no. 2 near Groton, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.189 Peak-flow information for station 06472250, Mud Creek tributary no. 2 near Groton, SD.
Appendix 2 285
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06472500, Mud Creek near Stratford, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06472500, Mud Creek near Stratford, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.190 Peak-flow information for station 06472500, Mud Creek near Stratford, SD.
286 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06473000, James River at Ashton, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAlternative frequency curveAnnual peak flow
Alternative curve is based on information supplemental to systematic record: historic analysis
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06473000, James River at Ashton, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.191 Peak-flow information for station 06473000, James River at Ashton, SD.
Appendix 2 287
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06473300, Preachers Run tributary at Ipswich, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06473300, Preachers Run tributary at Ipswich, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.192 Peak-flow information for station 06473300, Preachers Run tributary at Ipswich, SD.
288 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06473350, South Fork Snake Creek tributary near Seneca, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06473350, South Fork Snake Creek tributary near Seneca, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.193 Peak-flow information for station 06473350, South Fork Snake Creek tributary near Seneca, SD.
Appendix 2 289
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06473500, South Fork Snake Creek near Athol, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAlternative frequency curveAnnual peak flow
Alternative curve is based on adjustments to low-outlier criteria and/or skew
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06473500, South Fork Snake Creek near Athol, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.194 Peak-flow information for station 06473500, South Fork Snake Creek near Athol, SD.
290 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06473700, Snake Creek near Ashton, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAlternative frequency curveAnnual peak flow
Alternative curve is based on information supplemental to systematic record: historic analysis
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06473700, Snake Creek near Ashton, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.195 Peak-flow information for station 06473700, Snake Creek near Ashton, SD.
Appendix 2 291
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06473750, Wolf Creek near Ree Heights, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06473750, Wolf Creek near Ree Heights, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.196 Peak-flow information for station 06473750, Wolf Creek near Ree Heights, SD.
292 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06473800, Matter Creek tributary near Orient, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAlternative frequency curveAnnual peak flow
Alternative curve is based on adjustments to low-outlier criteria and/or skew
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06473800, Matter Creek tributary near Orient, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.197 Peak-flow information for station 06473800, Matter Creek tributary near Orient, SD.
Appendix 2 293
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06473820, Shaefer Creek near Orient, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06473820, Shaefer Creek near Orient, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.198 Peak-flow information for station 06473820, Shaefer Creek near Orient, SD.
294 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06473850, Shaefer Creek tributary near Orient, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06473850, Shaefer Creek tributary near Orient, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.199 Peak-flow information for station 06473850, Shaefer Creek tributary near Orient, SD.
Appendix 2 295
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06473880, Shaefer Creek tributary near Miller, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06473880, Shaefer Creek tributary near Miller, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.200 Peak-flow information for station 06473880, Shaefer Creek tributary near Miller, SD.
296 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06474000, Turtle Creek near Tulare, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAlternative frequency curveAnnual peak flow
Alternative curve is based on information supplemental to systematic record: mixed-station analysis
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06474000, Turtle Creek near Tulare, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.201 Peak-flow information for station 06474000, Turtle Creek near Tulare, SD.
Appendix 2 297
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06474300, Medicine Creek near Zell, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAlternative frequency curveAnnual peak flow
Alternative curve is based on adjustments to low-outlier criteria and/or skew
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06474300, Medicine Creek near Zell, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.202 Peak-flow information for station 06474300, Medicine Creek near Zell, SD.
298 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06474500, Turtle Creek at Redfield, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAlternative frequency curveAnnual peak flow
Alternative curve is based on information supplemental to systematic record: mixed-station analysis
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06474500, Turtle Creek at Redfield, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.203 Peak-flow information for station 06474500, Turtle Creek at Redfield, SD.
Appendix 2 299
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06475000, James River near Redfield, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAlternative frequency curveAnnual peak flow
Alternative curve is based on information supplemental to systematic record: historic analysis
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06475000, James River near Redfield, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.204 Peak-flow information for station 06475000, James River near Redfield, SD.
300 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06475500, Dry Run near Frankfort, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAlternative frequency curveAnnual peak flow
Alternative curve is based on adjustments to low-outlier criteria and/or skew
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06475500, Dry Run near Frankfort, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.205 Peak-flow information for station 06475500, Dry Run near Frankfort, SD.
Appendix 2 301
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06475550, Dry Run tributary near Frankfort, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06475550, Dry Run tributary near Frankfort, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.206 Peak-flow information for station 06475550, Dry Run tributary near Frankfort, SD.
302 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06475850, Foster Creek tributary near Carpenter, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06475850, Foster Creek tributary near Carpenter, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.207 Peak-flow information for station 06475850, Foster Creek tributary near Carpenter, SD.
Appendix 2 303
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06475950, Shue Creek tributary near Yale, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06475950, Shue Creek tributary near Yale, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.208 Peak-flow information for station 06475950, Shue Creek tributary near Yale, SD.
304 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06476000, James River at Huron, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAlternative frequency curveAnnual peak flow
Alternative curve is based on information supplemental to systematic record: historic analysis
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06476000, James River at Huron, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.209 Peak-flow information for station 06476000, James River at Huron, SD.
Appendix 2 305
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06476500, Sand Creek near Alpena, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAlternative frequency curveAnnual peak flow
Alternative curve is based on adjustments to low-outlier criteria and/or skew
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06476500, Sand Creek near Alpena, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.210 Peak-flow information for station 06476500, Sand Creek near Alpena, SD.
306 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06477000, James River near Forestburg, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAlternative frequency curveAnnual peak flow
Alternative curve is based on information supplemental to systematic record: historic analysis
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06477000, James River near Forestburg, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.211 Peak-flow information for station 06477000, James River near Forestburg, SD.
Appendix 2 307
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06477140, Rock Creek tributary near Roswell, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06477140, Rock Creek tributary near Roswell, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.212 Peak-flow information for station 06477140, Rock Creek tributary near Roswell, SD.
308 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06477150, Rock Creek near Fulton, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAlternative frequency curveAnnual peak flow
Alternative curve is based on adjustments to low-outlier criteria and/or skew
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06477150, Rock Creek near Fulton, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.213 Peak-flow information for station 06477150, Rock Creek near Fulton, SD.
Appendix 2 309
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06477400, Firesteel Creek tributary near Wessington Springs, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06477400, Firesteel Creek tributary near Wessington Springs, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.214 Peak-flow information for station 06477400, Firesteel Creek tributary near Wessington Springs, SD.
310 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06477500, Firesteel Creek near Mount Vernon, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAlternative frequency curveAnnual peak flow
Alternative curve is based on adjustments to low-outlier criteria and/or skew
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06477500, Firesteel Creek near Mount Vernon, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.215 Peak-flow information for station 06477500, Firesteel Creek near Mount Vernon, SD.
Appendix 2 311
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06478000, James River near Mitchell, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAlternative frequency curveAnnual peak flow
Alternative curve is based on information supplemental to systematic record: mixed-station analysis
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06478000, James River near Mitchell, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.216 Peak-flow information for station 06478000, James River near Mitchell, SD.
312 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06478050, Enemy Creek tributary near Mount Vernon, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06478050, Enemy Creek tributary near Mount Vernon, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.217 Peak-flow information for station 06478050, Enemy Creek tributary near Mount Vernon, SD.
Appendix 2 313
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06478052, Enemy Creek near Mitchell, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAlternative frequency curveAnnual peak flow
Alternative curve is based on adjustments to low-outlier criteria and/or skew
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06478052, Enemy Creek near Mitchell, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.218 Peak-flow information for station 06478052, Enemy Creek near Mitchell, SD.
314 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06478200, Coffee Creek tributary near Parkston, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06478200, Coffee Creek tributary near Parkston, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.219 Peak-flow information for station 06478200, Coffee Creek tributary near Parkston, SD.
Appendix 2 315
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06478250, North Branch Dry Creek tributary near Parkston, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAlternative frequency curveAnnual peak flow
Alternative curve is based on adjustments to low-outlier criteria and/or skew
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06478250, North Branch Dry Creek tributary near Parkston, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.220 Peak-flow information for station 06478250, North Branch Dry Creek tributary near Parkston, SD.
316 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06478260, North Branch Dry Creek near Parkston, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06478260, North Branch Dry Creek near Parkston, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.221 Peak-flow information for station 06478260, North Branch Dry Creek near Parkston, SD.
Appendix 2 317
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06478280, South Branch Dry Creek near Parkston, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06478280, South Branch Dry Creek near Parkston, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.222 Peak-flow information for station 06478280, South Branch Dry Creek near Parkston, SD.
318 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06478300, Dry Creek near Parkston, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAlternative frequency curveAnnual peak flow
Alternative curve is based on adjustments to low-outlier criteria and/or skew
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06478300, Dry Creek near Parkston, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.223 Peak-flow information for station 06478300, Dry Creek near Parkston, SD.
Appendix 2 319
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06478390, Wolf Creek near Clayton, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAlternative frequency curveAnnual peak flow
Alternative curve is based on adjustments to low-outlier criteria and/or skew
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06478390, Wolf Creek near Clayton, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.224 Peak-flow information for station 06478390, Wolf Creek near Clayton, SD.
320 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06478400, Lonetree Creek tributary near Kaylor, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06478400, Lonetree Creek tributary near Kaylor, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.225 Peak-flow information for station 06478400, Lonetree Creek tributary near Kaylor, SD.
Appendix 2 321
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06478500, James River near Scotland, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAlternative frequency curveAnnual peak flow
Alternative curve is based on information supplemental to systematic record: historic analysis
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06478500, James River near Scotland, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.226 Peak-flow information for station 06478500, James River near Scotland, SD.
322 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06478540, Little Vermillion River near Salem, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06478540, Little Vermillion River near Salem, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.227 Peak-flow information for station 06478540, Little Vermillion River near Salem, SD.
Appendix 2 323
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06478630, West Fork Vermillion River near De Smet, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06478630, West Fork Vermillion River near De Smet, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.228 Peak-flow information for station 06478630, West Fork Vermillion River near De Smet, SD.
324 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06478650, West Fork Vermillion River tributary near Monroe, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06478650, West Fork Vermillion River tributary near Monroe, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.229 Peak-flow information for station 06478650, West Fork Vermillion River tributary near Monroe, SD.
Appendix 2 325
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06478690, West Fork Vermillion River near Parker, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAlternative frequency curveAnnual peak flow
Alternative curve is based on adjustments to low-outlier criteria and/or skew
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06478690, West Fork Vermillion River near Parker, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.230 Peak-flow information for station 06478690, West Fork Vermillion River near Parker, SD.
326 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06478800, Saddlerock Creek near Canton, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06478800, Saddlerock Creek near Canton, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.231 Peak-flow information for station 06478800, Saddlerock Creek near Canton, SD.
Appendix 2 327
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06478820, Saddlerock Creek tributary near Beresford, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06478820, Saddlerock Creek tributary near Beresford, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.232 Peak-flow information for station 06478820, Saddlerock Creek tributary near Beresford, SD.
328 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06478840, Saddlerock Creek near Beresford, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06478840, Saddlerock Creek near Beresford, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.233 Peak-flow information for station 06478840, Saddlerock Creek near Beresford, SD.
Appendix 2 329
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06478950, Ash Creek near Beresford, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06478950, Ash Creek near Beresford, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.234 Peak-flow information for station 06478950, Ash Creek near Beresford, SD.
330 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06479000, Vermillion River near Wakonda, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06479000, Vermillion River near Wakonda, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.235 Peak-flow information for station 06479000, Vermillion River near Wakonda, SD.
Appendix 2 331
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06479010, Vermillion River near Vermillion, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAlternative frequency curveAnnual peak flow
Alternative curve is based on information supplemental to systematic record: two-station analysis
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06479010, Vermillion River near Vermillion, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.236 Peak-flow information for station 06479010, Vermillion River near Vermillion, SD.
332 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06479020, Smoky Run near Irene, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06479020, Smoky Run near Irene, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.237 Peak-flow information for station 06479020, Smoky Run near Irene, SD.
Appendix 2 333
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06479200, Big Sioux River near Ortley, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06479200, Big Sioux River near Ortley, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.238 Peak-flow information for station 06479200, Big Sioux River near Ortley, SD.
334 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06479215, Big Sioux River near Florence, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAlternative frequency curveAnnual peak flow
Alternative curve is based on information supplemental to systematic record: two-station analysis
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06479215, Big Sioux River near Florence, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.239 Peak-flow information for station 06479215, Big Sioux River near Florence, SD.
Appendix 2 335
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06479240, Big Sioux River tributary no. 2 near Summit, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06479240, Big Sioux River tributary no. 2 near Summit, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.240 Peak-flow information for station 06479240, Big Sioux River tributary no. 2 near Summit, SD.
336 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06479260, Big Sioux River tributary no. 3 near Summit, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06479260, Big Sioux River tributary no. 3 near Summit, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.241 Peak-flow information for station 06479260, Big Sioux River tributary no. 3 near Summit, SD.
Appendix 2 337
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06479350, Soo Creek tributary near South Shore, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06479350, Soo Creek tributary near South Shore, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.242 Peak-flow information for station 06479350, Soo Creek tributary near South Shore, SD.
338 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06479438, Big Sioux River near Watertown, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAlternative frequency curveAnnual peak flow
Alternative curve is based on information supplemental to systematic record: historic analysis
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06479438, Big Sioux River near Watertown, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.243 Peak-flow information for station 06479438, Big Sioux River near Watertown, SD.
Appendix 2 339
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06479500, Big Sioux River at Watertown, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAlternative frequency curveAnnual peak flow
Alternative curve is based on information supplemental to systematic record: two-station analysis
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06479500, Big Sioux River at Watertown, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.244 Peak-flow information for station 06479500, Big Sioux River at Watertown, SD.
340 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06479515, Willow Creek near Watertown, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAlternative frequency curveAnnual peak flow
Alternative curve is based on information supplemental to systematic record: historic analysis
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06479515, Willow Creek near Watertown, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.245 Peak-flow information for station 06479515, Willow Creek near Watertown, SD.
Appendix 2 341
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06479525, Big Sioux River near Castlewood, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06479525, Big Sioux River near Castlewood, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.246 Peak-flow information for station 06479525, Big Sioux River near Castlewood, SD.
342 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06479529, Stray Horse Creek near Castlewood, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAlternative frequency curveAnnual peak flow
Alternative curve is based on information supplemental to systematic record: historic analysis
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06479529, Stray Horse Creek near Castlewood, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.247 Peak-flow information for station 06479529, Stray Horse Creek near Castlewood, SD.
Appendix 2 343
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06479550, Dolph Creek tributary near Lake Norden, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06479550, Dolph Creek tributary near Lake Norden, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.248 Peak-flow information for station 06479550, Dolph Creek tributary near Lake Norden, SD.
344 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06479640, Hidewood Creek near Eestlline, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAlternative frequency curveAnnual peak flow
Alternative curve is based on information supplemental to systematic record: historic analysis
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06479640, Hidewood Creek near Eestlline, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.249 Peak-flow information for station 06479640, Hidewood Creek near Eestlline, SD.
Appendix 2 345
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06479750, Peg Munky Run near Estelline, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06479750, Peg Munky Run near Estelline, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.250 Peak-flow information for station 06479750, Peg Munky Run near Estelline, SD.
346 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06479800, North Deer Creek near Estelline, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06479800, North Deer Creek near Estelline, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.251 Peak-flow information for station 06479800, North Deer Creek near Estelline, SD.
Appendix 2 347
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06479810, North Deer Creek tributary near Brookings, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06479810, North Deer Creek tributary near Brookings, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.252 Peak-flow information for station 06479810, North Deer Creek tributary near Brookings, SD.
348 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06479900, Sixmile Creek tributary near Brookings, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAlternative frequency curveAnnual peak flow
Alternative curve is based on adjustments to low-outlier criteria and/or skew
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06479900, Sixmile Creek tributary near Brookings, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.253 Peak-flow information for station 06479900, Sixmile Creek tributary near Brookings, SD.
Appendix 2 349
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06479910, Sixmile Creek near Brookings, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAlternative frequency curveAnnual peak flow
Alternative curve is based on information supplemental to systematic record: two-station analysis
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06479910, Sixmile Creek near Brookings, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.254 Peak-flow information for station 06479910, Sixmile Creek near Brookings, SD.
350 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06479928, Battle Creek near Nunda, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAlternative frequency curveAnnual peak flow
Alternative curve is based on information supplemental to systematic record: two-station analysis
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06479928, Battle Creek near Nunda, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.255 Peak-flow information for station 06479928, Battle Creek near Nunda, SD.
Appendix 2 351
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06479950, Deer Creek near Brookings, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAlternative frequency curveAnnual peak flow
Alternative curve is based on adjustments to low-outlier criteria and/or skew
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06479950, Deer Creek near Brookings, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.256 Peak-flow information for station 06479950, Deer Creek near Brookings, SD.
352 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06479980, Medary Creek near Brookings, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06479980, Medary Creek near Brookings, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.257 Peak-flow information for station 06479980, Medary Creek near Brookings, SD.
Appendix 2 353
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06480000, Big Sioux River near Brookings, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAlternative frequency curveAnnual peak flow
Alternative curve is based on information supplemental to systematic record: historic analysis
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06480000, Big Sioux River near Brookings, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.258 Peak-flow information for station 06480000, Big Sioux River near Brookings, SD.
354 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06480400, Spring Creek near Flandreau, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06480400, Spring Creek near Flandreau, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.259 Peak-flow information for station 06480400, Spring Creek near Flandreau, SD.
Appendix 2 355
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06480650, Flandreau Creek above Flandreau, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06480650, Flandreau Creek above Flandreau, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.260 Peak-flow information for station 06480650, Flandreau Creek above Flandreau, SD.
356 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06480720, Bachelor Creek tributary near Wentworth, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06480720, Bachelor Creek tributary near Wentworth, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.261 Peak-flow information for station 06480720, Bachelor Creek tributary near Wentworth, SD.
Appendix 2 357
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06481000, Big Sioux River near Dell Rapids, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAlternative frequency curveAnnual peak flow
Alternative curve is based on information supplemental to systematic record: historic analysis
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06481000, Big Sioux River near Dell Rapids, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.262 Peak-flow information for station 06481000, Big Sioux River near Dell Rapids, SD.
358 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06481500, Skunk Creek at Sioux Falls, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAlternative frequency curveAnnual peak flow
Alternative curve is based on information supplemental to systematic record: historic analysis
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06481500, Skunk Creek at Sioux Falls, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.263 Peak-flow information for station 06481500, Skunk Creek at Sioux Falls, SD.
Appendix 2 359
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06482020, Big Sioux River at North Cliff Avenue at Sioux Falls, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAlternative frequency curveAnnual peak flow
Data points shown reflect combination of records from multiple stations; alternative curve alsobased on historic analysis
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06482020, Big Sioux River at North Cliff Avenue at Sioux Falls, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.264 Peak-flow information for station 06482020, Big Sioux River at North Cliff Avenue at Sioux Falls, SD.
360 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06482600, West Pipestone Creek tributary near Garretson, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06482600, West Pipestone Creek tributary near Garretson, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.265 Peak-flow information for station 06482600, West Pipestone Creek tributary near Garretson, SD.
Appendix 2 361
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06482610, Split Rock Creek at Corson, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06482610, Split Rock Creek at Corson, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.266 Peak-flow information for station 06482610, Split Rock Creek at Corson, SD.
362 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06482745, Beaver Creek at Valley Springs, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAnnual peak flow
Alternative curve is based on information supplemental to systematic record: two-station analysis
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06482745, Beaver Creek at Valley Springs, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.267 Peak-flow information for station 06482745, Beaver Creek at Valley Springs, SD.
Appendix 2 363
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06482848, Beaver Creek at Canton, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAlternative frequency curveAnnual peak flow
Alternative curve is based on adjustments to low-outlier criteria and/or skew
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06482848, Beaver Creek at Canton, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.268 Peak-flow information for station 06482848, Beaver Creek at Canton, SD.
364 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06482870, Little Beaver Creek tributary near Canton, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06482870, Little Beaver Creek tributary near Canton, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.269 Peak-flow information for station 06482870, Little Beaver Creek tributary near Canton, SD.
Appendix 2 365
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06485500, Big Sioux River at Akron, IAFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAlternative frequency curveAnnual peak flow
Alternative curve is based on information supplemental to systematic record: historic analysis
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06485500, Big Sioux River at Akron, IATime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.270 Peak-flow information for station 06485500, Big Sioux River at Akron, IA.
366 Peak-Flow Frequency Estimates for Selected Streamflow-Gaging Stations in South Dakota
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06485550, West Union Creek near Alcester, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
DDefault Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06485550, West Union Creek near Alcester, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.271 Peak-flow information for station 06485550, West Union Creek near Alcester, SD.
Appendix 2 367
1.25 2 5 10 25 50 100 200 5000.1
1
10
100
1,000
10,000
100,000
1,000,000
06485696, Brule Creek near Elk Point, SDFrequency curve(s) and systematic data
RECURRENCE INTERVAL, IN YEARS
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Default Bulletin 17B frequency curve for systematic recordAnnual peak flow
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 20100.1
1
10
100
1,000
10,000
100,000
1,000,000
06485696, Brule Creek near Elk Point, SDTime series of systematic data
WATER YEAR
ANN
UAL
PEAK
FLO
W, I
N C
UBIC
FEE
T PE
R SE
CON
D
Figure 11.272 Peak-flow information for station 06485696, Brule Creek near Elk Point, SD.
Publishing support provided by:Helena Publishing Service Center
For more information concerning this publication, contact:Director, USGS South Dakota Water Science Center1608 Mt. View Rd.Rapid City, SD 57702(605) 394–3200
Or visit the South Dakota Water Science Center Web site at:http://sd.water.usgs.gov
Sando and others—Peak-Flow
Frequency Estimates for Selected Stream
flow-G
aging Stations in South Dakota—
Scientific Investigations Report 2008–5104
Printed on recycled paper