taylor creek mouth above i74 bridge rm 14.7
DESCRIPTION
Taylor Creek Mouth above I74 Bridge RM 14.7. Mouth of Whitewater River into GMR RM 6.1. Dry Fork Creek RM 6.3 GMR+ 2.9 Whitewater. Dry Fork Creek 2010. Howards Creek entering Dry Fork Creek RM 10.8 from Whitewater R. - PowerPoint PPT PresentationTRANSCRIPT
Taylor Creek Mouth above I74 Bridge RM 14.7
0.1
1.0
10.0
100.0
1000.0
10000.0 p
H,
TP
mg
/l,
NO
3-N
,N:P
,NT
U,
uS
,CF
U
pHTP
NO3-NN:P ratio
TurbitityConductivity
CFU/100ml
Seasonal Averages for Taylor CreekSites 2010
0.1
1.0
10.0
100.0
1000.0
10000.0 p
H,
TP
mg
/l,
NO
3-N
,N:P
,NT
U,
uS
,CF
U
pHTPNO3-N
N:P ratioTurbitityConductivity
CFU/100ml
pH
TPNO3-N
N:P ratio
TurbitityConductivity
CFU/100ml
Averages Taylor & Wesselman Cks2010
Taylor Ck Wesselman Ck
Mouth of Whitewater River into GMR RM 6.1
0.1
1.0
10.0
100.0
1000.0
10000.0 p
H,
TP
mg
/l,
NO
3-N
,N:P
NT
U, u
S, C
FU
/100m
l
pHTP
NO3-NN:P ratio
TurbitityConductivity
CFU/100ml
Seasonal Averages-Whitewater RiverSites 2010
Dry Fork Creek RM 6.3 GMR+ 2.9
Whitewater
0.1
1.0
10.0
100.0
1000.0
10000.0
pH
, T
P m
g/l
, N
O3
-N,N
:P,N
TU
, u
S,C
FU
pHTP
NO3-NN:P ratio
TurbitityConductivity
CFU/100ml
Howards Creek, W. of Dry Fork 2010 April
Dry Fork Creek2010
0.1
1.0
10.0
100.0
1000.0
pH
, T
P m
g/l
, N
O3
-N,N
:P,N
TU
, u
S,C
FU
pHTPNO3-N
N:P ratioTurbitityConductivity
CFU/100ml
pH
TPNO3-N
N:P ratio
TurbitityConductivity
CFU/100ml
Averages Sand Run & Fox Run2010 RM 0.33 & 1.98 on Whitewater R.
Sand Run Fox Run
• Howards Creek entering Dry Fork Creek
• RM 10.8 from Whitewater R
0.1
1.0
10.0
100.0
1000.0
10000.0 p
H,
TP
mg
/l,
NO
3-N
,N:P
,NT
U,
uS
,CF
U
pHTP
NO3-NN:P ratio
TurbitityConductivity
CFU/100ml
Howards Creek, W. of Dry Fork 2010 April
Mouth of the Great Miami River, the largest undeveloped Estuary on the Ohio River.
100
1000
10000
100000
Dis
ch
arg
e (
cfs
)
01-Jan 02-Mar 01-May 30-Jun 29-Aug 28-Oct 27-Dec
DateGMR GMR+WW
GMRsample GMR+WW sample
GMR and Whitewater Discharge 2010
Avg 3773 cfs 20 yrs, 2983 cfs on sample days 2010