Table 7. Results from sensitivity testing demonstrating the effect of changing model parameter values by 20 percent for the period June through October 2007 for the Klamath River upstream of Keno Dam, Oregon.
[See tables 4–5 for more details on each parameter]
Model parameter or input |
|
Model output
Whole reach, percent change June–October |
Parameter |
Percent
change |
Water
temperature |
Dissolved
oxygen |
Blue-green
algae |
Ammonia |
Ortho-
phosphorus |
WSC |
-20 |
|
0 |
-6 |
1 |
-1 |
-1 |
|
+20 |
|
-1 |
4 |
0 |
0 |
0 |
EXH2O |
-20 |
|
0 |
4 |
5 |
3 |
-2 |
|
+20 |
|
0 |
-3 |
-4 |
-2 |
1 |
BETA |
-20 |
|
0 |
0 |
0 |
0 |
0 |
|
+20 |
|
0 |
0 |
0 |
0 |
0 |
AG, blue-green |
-20 |
|
0 |
-10 |
-16 |
-9 |
4 |
|
+20 |
|
0 |
12 |
19 |
10 |
-5 |
AR, blue-green |
-20 |
|
0 |
1 |
2 |
-1 |
-1 |
|
+20 |
|
0 |
-1 |
-2 |
1 |
0 |
AM, blue-green |
-20 |
|
0 |
4 |
19 |
7 |
-1 |
|
+20 |
|
0 |
-3 |
-13 |
-5 |
1 |
AS, blue-green |
-20 |
|
0 |
9 |
16 |
-3 |
-4 |
|
+20 |
|
0 |
-7 |
-13 |
2 |
3 |
ASAT, blue-green |
-20 |
|
0 |
0 |
0 |
0 |
0 |
|
+20 |
|
0 |
0 |
0 |
0 |
0 |
AT2, blue-green |
-20 |
|
0 |
2 |
-1 |
1 |
-1 |
|
+20 |
|
0 |
-4 |
1 |
-3 |
2 |
LDOMDK |
-20 |
|
0 |
2 |
0 |
-1 |
-1 |
|
+20 |
|
0 |
-1 |
0 |
1 |
0 |
LPOMDK |
-20 |
|
0 |
4 |
-1 |
-4 |
-1 |
|
+20 |
|
0 |
-3 |
1 |
3 |
1 |
POMS |
-20 |
|
0 |
3 |
-1 |
1 |
0 |
|
+20 |
|
0 |
-3 |
1 |
-1 |
-1 |
NH4DK |
-20 |
|
0 |
0 |
0 |
0 |
0 |
|
+20 |
|
0 |
0 |
0 |
0 |
0 |
NH4R |
-20 |
|
0 |
0 |
0 |
0 |
0 |
|
+20 |
|
0 |
0 |
0 |
0 |
0 |
NO3DK |
-20 |
|
0 |
0 |
0 |
0 |
0 |
|
+20 |
|
0 |
0 |
0 |
0 |
0 |
PO4R |
-20 |
|
0 |
0 |
0 |
0 |
0 |
|
+20 |
|
0 |
7 |
0 |
0 |
0 |
Reaeration coefficient 1 |
-20 |
|
0 |
0 |
0 |
0 |
0 |
|
+20 |
|
0 |
0 |
0 |
0 |
0 |
Reaeration coefficient 2 |
-20 |
|
0 |
-2 |
0 |
0 |
0 |
|
+20 |
|
0 |
2 |
0 |
0 |
0 |
Reaeration coefficient 3 |
-20 |
|
0 |
-4 |
0 |
0 |
0 |
|
+20 |
|
0 |
6 |
0 |
0 |
0 |
|
First posted July 14, 2011
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