| USGS STATION NUMBER |
07196000 |
| USGS STATION NAME |
Flint Creek Nr Kansas, OK |
| HYDROLOGIC UNIT CODE |
11110103-xxx |
| LATITUDE |
36o 11' 11" |
| LONGITUDE |
94o 42' 24" |
| LOCATION |
On Left Bank US from Bridge On US Hwy 412 |
| SECTION(S) |
SW 1/4 NW 1/4 Section 25 |
| TOWNSHIP |
20 NORTH |
| RANGE |
24 EAST |
| COUNTY |
Delaware |
| STATE |
Oklahoma |
| USGS 7.5 MINUTE QUAD |
Siloam Springs NW, OK |
| COMMENTS |
6.0 Miles Southeast of Kansas |
| |
6.0 miles DS from Sager Cr @ mi 2.2 |
| BASIN
CHARACTERISTICS |
|
DRAINAGE AREA
SQ MILES |
110 |
MAIN CHANNEL SLOPE
FT/FT |
0.0037 |
MAIN CHANNEL LENGTH
MILES |
|
MEAN ANNUAL PRECIPITATION
INCHES |
44.5 |
MEAN ANNUAL RUNOFF
INCHES (1956
- 1999) |
14.95 |
MEAN BASIN ELEVATION
FEET |
|
PERIOD OF RECORD
YEARS |
Aug 55 - Sep 76, Apr 79 - Sep 90,
Oct 92 - 1998 |
GAGE DATUM
AMSL (FEET) |
854.59 |
1.5 YR DISCHARGE
CFS |
2325 |
BANKFULL STAGE AT GAGE
FEET |
8.37 |
BANKFULL STAGE IN CROSS SECTION
FEET |
12.27 |
BANKFULL DISCHARGE
CFS |
2720 |
BANKFULL RETURN INTERVAL
YRS |
1.62 |
BANKFULL XS AREA
FEET2
|
566 |
BANKFULL MEAN VELOCITY
FT/SEC |
4.8 |
BANKFULL TOPWIDTH
FEET
|
130.3 |
HYDRAULIC RADIUS IN BANKFULL XS
FEET |
4.27 |
BANKFULL SLOPE IN REACH
FEET/FEET |
0.00174 |
| BANKFULL
MANNING's n |
0.034 |
SHEAR STRESS IN BANKFULL
XS AREA
LBf/FT2 |
0.46 |
SIZE OF ROCK TRANSPORTED DUE
TO
TRACTIVE FORCE
mm |
24 |
D50
mm |
17 |
| WIDTH TO DEPTH |
30 |
| ENTRENCHMENT RATIO |
1.8 |
| SINUOSITY |
1.33 |
| STREAM CLASSIFICATION |
B4c |
| 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-2:
a chiseled square on rock
ledge
4.8 feet from left bank (east) end of dam
immediately DS from gage.
|
7.744 ft Gage Datum |
RP-6:
a chiseled arrow over low
water pool
in rock ledge over low water pool on left bank
74 ft US from left
end of dam. |
8.654 ft Gage Datum |
RM-7:
a chiseled square in
sandstone second ledge
17.4 ft left of left edge of water
and 6.4 ft DS from
RP-6. |
12.158 ft Gage Datum |
RP-8:
on top of "9" of inscription
"07/92" in concrete slab for concrete
gage shelter at left DS corner. |
29.856 ft Gage Datum |
RM-9:
a chiseled square in left US
end
of handrail of US bridge. |
35.104 ft Gage Datum |
RM-11:
a State Highway Dept Brass
tablet
set in top and near right end
of US handrail of US bridge. |
36.086 ft Gage Datum |
RP-12:
a chiseled arrow at top of
bevel on DS
handrail of US bridge 50 ft left of right pier. |
36.836 ft Gage Datum |
RM-13:
a State Highway Dept Brass
tablet
set in top and near left end of
DS handrail of DS bridge. |
34.808 ft Gage Datum |
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