Post on 04-Jan-2016
description
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