Table 25. Instantaneous loadings and calculated concentrations for diphenhydramine, trimethoprim, galaxolide, and nonylphenol compounds in the Columbia River, Columbia River Basin, Washington and Oregon, 2008–09.
[Station names are shown in table 2. A 7Q10 flow was not available for Umatilla, so 78,000 ft3/s was used for these calculations Abbreviatons: Mgal/d, million gallons per day; 7Q10, the lowest streamflow for 7 consecutive days that occurs on average once every 10 years, this value is the Columbia River flow near the discharge point that is used for calculating mixing zones; ft3/s, cubic foot per second; µg/L, micrograms per liter; g/d, grams per day]
Analyte |
Wenatchee |
Richland |
Umatilla |
The Dalles |
Hood River |
Portland |
Vancouver |
St. Helens |
Longview |
(2008) |
(2009) |
(a.m.) |
(noon) |
(p.m.) |
Flow values |
Daily discharge for sampling date (Mgal/d) |
3.1 |
2.9 |
5.4 |
0.54 |
1.7 |
0.89 |
49 |
49 |
49 |
10 |
6.9 |
6.9 |
Columbia River 7Q10 flow (ft3/s) |
51,557 |
51,557 |
52,700 |
78,000 |
80,637 |
74,000 |
79,436 |
79,436 |
79,436 |
79,436 |
88,900 |
97,400 |
Diphenhydramine |
Concentration in sample (µg/L) |
0.090 |
0.059 |
0.025 |
Present |
0.11 |
0.082 |
0.075 |
0.064 |
0.056 |
0.10 |
0.033 |
0.031 |
Instantaneous load (g/d) |
1.1 |
0.6 |
0.5 |
– |
0.7 |
0.3 |
14 |
10 |
10 |
3.8 |
0.9 |
1 |
Calculated concentration in Columbia River (µg/L) |
0.00001 |
0.00001 |
0.000004 |
– |
0.000004 |
0.000002 |
0.0001 |
0.0001 |
0.0001 |
0.00002 |
0.000004 |
0.000004 |
Trimethoprim |
Concentration in sample (µg/L) |
0.15 |
0.19 |
0.1 |
– |
0.11 |
0.12 |
0.089 |
0.079 |
0.076 |
0.073 |
0.02 |
0.072 |
Instantaneous load (g/d) |
1.8 |
2.1 |
2.0 |
– |
0.7 |
0.4 |
17 |
15 |
14 |
2.8 |
0.5 |
1.9 |
Calculated concentration in Columbia River (µg/L) |
0.00001 |
0.00002 |
0.00002 |
– |
0.000004 |
0.000002 |
0.00008 |
0.00008 |
0.00007 |
0.00001 |
0.000002 |
0.000008 |
Galaxolide |
Concentration in sample (µg/L) |
1.5 |
2.5 |
1.5 |
1.3 |
1.2 |
1.1 |
1 |
1.2 |
0.97 |
1.3 |
0.38 |
1.2 |
Instantaneous load (g/d) |
18 |
27 |
31 |
2.7 |
7.7 |
3.7 |
190 |
220 |
180 |
47 |
10 |
31 |
Calculated concentration in Columbia River (µg/L) |
0.0001 |
0.0002 |
0.0002 |
0.00001 |
0.00004 |
0.00002 |
0.0010 |
0.0011 |
0.0009 |
0.0002 |
0.00005 |
0.0001 |
Nonylphenol compounds |
Concentration in sample (µg/L) |
3.0 |
2.1 |
4.3 |
– |
6.5 |
3.6 |
23 |
22 |
16 |
1.5 |
4.9 |
3.7 |
Instantaneous load (g/d) |
35 |
23 |
8.8 |
– |
40 |
12 |
4,200 |
4,100 |
2,900 |
58 |
130 |
97 |
Calculated concentration in Columbia River (µg/L) |
0.0003 |
0.0002 |
0.00005 |
– |
0.0002 |
0.00007 |
0.02 |
0.02 |
0.01 |
0.0003 |
0.0006 |
0.0004 |
|
First posted April 25, 2012
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