TABLE I-2 STORET Data Used to Calculate Average Oil and Grease Concentrations in Major Inland Rivers
|
River |
Station name |
Parameter code |
# of observations |
Date(s) of observations |
Average concentration (mg L−1) |
|
Columbia |
Columbia River at Bradwood, OR |
00550 |
27 |
4/24/74−10/17/78 |
1.80 |
|
Delaware |
Delaware Rvr-2000 yds up buoy R6M-Marcus Hook |
00556 |
107 |
5/23/88−12/29/98 |
6.00 |
|
Delaware (1990s) |
Delaware Rvr-2000 yds up buoy R6M-Marcus Hook |
00556 |
99 |
1/22/90−12/29/98 |
5.80 |
|
Hudson |
Hudson River below Poughkeepsie, NY |
00550 |
2 |
6/4/70−9/7/71 |
60.50 |
|
James |
Buoy 8 (City of Hopewell) |
00556 |
1 |
7/20/92 |
19.30 |
|
Mississippi |
Mississippi River at Venice, LA |
00556 |
229 |
10/4/73−11/19/96 |
1.74 |
|
Mississippi (1990s) |
Mississippi River at Venice, LA |
00556 |
46 |
1/11/90−11/19/96 |
0.84 |
|
Neuse |
Neuse River at 3 locations |
00550 |
7 |
6/6/73−6/7/73 |
0.00 |
|
Sabine |
Sabine River at Ruliff, TX |
00556 |
45 |
3/27/74−5/9/78 |
2.50 |
|
Sacramento |
Sacramento River at Freeport, CA |
00550 |
4 |
10/25/91−2/2/92 |
0.83 |
|
Susquehanna |
Susquehanna R at Rte 40 bridge |
00500 |
2 |
8/3/78 |
0.00 |
|
Trinity |
Trinity River at Liberty, TX |
00550 |
11 |
5/4/71−8/31/72 |
8.18 |
Equation I-1
Li=ciQi,
where Li= average annual load for river i (tonne yr−1),
ci= average oil and grease concentration for river i (mg L−1),
Qi= average annual flow for river i (m3 yr−1),
tonne= 106 g.
The average annual flow (per calendar year) was determined from USGS daily flow data available for each of the rivers at the nearest nontidally influenced station to that of the reported oil and grease data (Table I-3). For calculations of loads using average concentrations in the 1990s only, average annual flows for those rivers were calculated using only daily flow data from the 1990s.
Using data obtained from the U.S. Bureau of the Census (1998), unit loads per urban land area were calculated as follows:
Equation I-2

where lai= unit load per urban land area for river i (g m−2 yr),
Aui= 1996 urban land area for river i (m2).
The 1996 urban land area in each river basin was determined by using Table I-1 in U.S. Bureau of the Census (1998), which contained land area data for metropolitan areas defined as of June 30, 1996. Metropolitan areas in this table were partitioned into the major river basins identified in Table I-1, coastal areas, the Great Lakes, or areas not discharging to the coast of the United States or Canada (e.g., Great Salt Lake basin). Metropolitan areas contributing urban runoff to the Great Lakes or areas not discharging to the coast of the United States or Canada were not included further in the analysis. It was assumed that oil and grease dis
TABLE I-3 USGS Gages Used to Calculate Average Annual Flows for Major Inland Rivers
|
River |
Station name |
Period of record used |
Average annual flow (m3 yr−1) |
|
Columbia |
14246900: Columbia R at Beaver Army Terminal nr Quincy, Ore |
1969, 1992-1997 |
220,892,000,000 |
|
Delaware |
01463500: Delaware River at Trenton, NJ |
1913-1997 |
10,441,000,000 |
|
Delaware (1990s) |
01463500: Delaware River at Trenton, NJ |
1990-1997 |
10,712,000,000 |
|
Hudson |
01358000: Hudson River at Green Island, NY |
1947-1996 |
12,365,000,000 |
|
James |
02037500: James River near Richmond, VA |
1938-1997 |
6,209,000,000 |
|
Mississippi |
07289000: Mississippi River at Vicksburg, MS |
1932-1997 |
537,114,500,000 |
|
Mississippi (1990s) |
07289000: Mississippi River at Vicksburg, MS |
1990-1997 |
625,760,000,000 |
|
Neusea |
02089500: Neuse River at Kinston, NC |
1983-1997 |
3,524,394,745 |
|
Sabine |
08030500: Sabine River nr Ruliff, TX |
1960-1997 |
7,043,181,292 |
|
Sacramento |
11447650: Sacramento River at Freeport, CA |
1949-1997 |
21,000,000,000 |
|
Susquehanna |
01578310: Susquehanna River at Conowingo, MD |
1968-1997 |
36,779,000,000 |
|
Trinityb |
08067000: Trinity River at Liberty, TX |
1977, 1979-1986 |
8,944,000,000 |
|
NOTES: aadjusted to Station 02091814 using 1997 data; bmissing flows regressed with Station 08066500: Trinity River at Romayor, TX (y = 0.8559x + 4047.8). |
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