| USGS STATION NUMBER |
07196900 |
| USGS STATION NAME |
Baron Fork At Dutch Mills, AR |
| HYDROLOGIC UNIT CODE |
11110103 - 080 |
| LATITUDE |
35o 52' 48" |
| LONGITUDE |
94o 29' 11" |
| LOCATION |
Right Bank, DS from Bridge On SH 59 |
| SECTION(S) |
On line between Sections 21 and 22 |
| TOWNSHIP |
14 NORTH |
| RANGE |
33 WEST |
| COUNTY |
Washington |
| STATE |
Arkansas |
| USGS 7.5 MINUTE QUAD |
Lincoln (Evansville to South) |
| COMMENTS |
2.2 Miles DS from Fly Creek |
| |
2.9 Miles US from AR - OK State Line |
| BASIN
CHARACTERISTICS |
|
DRAINAGE AREA
SQ MILES |
40.6 |
MAIN CHANNEL SLOPE
FT/FT |
0.0076 |
MAIN CHANNEL LENGTH
MILES |
11.6 |
MEAN ANNUAL PRECIPITATION
INCHES |
46.00 |
MEAN ANNUAL RUNOFF
INCHES
(1958-1999) |
15.28 |
MEAN BASIN ELEVATION
FEET |
1315 |
PERIOD OF RECORD
YEARS |
April 10, 1958 to 1999 |
GAGE DATUM
AMSL (FEET) |
986.47 |
BANKFULL STAGE AT GAGE
FEET |
5.20 |
BANKFULL DISCHARGE
CFS |
1382 |
BANKFULL STAGE IN CROSS SECTION
FEET |
3.15 |
BANKFULL DISCHARGE
CFS |
1382 |
BANKFULL RETURN INTERVAL
YRS |
1.1 |
BANKFULL XS AREA
FEET2
|
289 |
BANKFULL VELOCITY
FT/SEC |
4.8 |
BANKFULL TOPWIDTH
FEET
|
126 |
HYDRAULIC RADIUS IN BANKFULL
XS
FEET |
2.27 |
MEAN DEPTH IN BANKFULL XS
FEET |
2.30 |
BANKFULL SLOPE IN REACH
FEET/FEET |
0.0040 |
| BANKFULL
MANNING's n |
0.034 |
SHEAR STRESS IN BANKFULL XS
AREA
LBf/FT2 |
0.57 |
SIZE OF ROCK TRANSPORTED
DUE TO
TRACTIVE FORCE
mm |
29 |
D50
mm |
25 |
| WIDTH TO DEPTH |
54 |
| ENTRENCHMENT RATIO |
1.5 |
| SINUOSITY |
1.2 |
SHEAR POWER IN BANKFULL XS
Watts/Meter2 |
39.8 |
| STREAM CLASSIFICATION |
B4/1
|
| Average Riffle Depth
to Mean Depth |
|
| Max Riffle Depth
to Mean Depth |
|
| Average Run Depth
to Mean Depth |
|
| Average Pool Depth
to Mean Depth |
|
| Average Glide Depth
to Mean
Depth |
|
| Run length
to Total Pool length |
|
| Pool length
to Total Pool
length |
|
| Glide length
to Total Pool
length |
|
| Percentage Pool /Riffle
Lengths |
|
| Riffle Slope
to Bankfull Slope |
|
| Pool Slope
to Bankfull Slope |
|
| REFERENCE MARKS |
|
RM-1:
Standard USGS
bronze tablet
set in curb of DS
WW at right end
of bridge. |
26.100 ft Gage Datum |
RM-2:
Chiseled square
on curb
of DS WW
at left end
of bridge. |
26.102 ft Gage Datum |
| Point of Zero Flow |
About 1.0 foot gage height |
Bankfull (Prior to Floodplain)
Stage |
About 11.0 foot gage height |
About Us
Back to Top