Ground-Water Hydrology of the Upper Klamath Basin, Oregon and ...
Ground-Water Hydrology of the Upper Klamath Basin, Oregon and ...
Ground-Water Hydrology of the Upper Klamath Basin, Oregon and ...
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Table 6 77<br />
Table 6. Estimated ground-water discharge to principal stream reaches in <strong>the</strong> upper <strong>Klamath</strong> <strong>Basin</strong>, <strong>Oregon</strong> <strong>and</strong> California.—Continued<br />
[Reach: River miles in Reach column are from <strong>Oregon</strong> <strong>Water</strong> Resources Department <strong>Klamath</strong> Drainage <strong>Basin</strong> Map, Map No. 14.6, 1971. Confidence level: Confidence levels represent a subjective assessment<br />
<strong>of</strong> <strong>the</strong> interval (plus or minus) that has a 95 percent probability <strong>of</strong> containing <strong>the</strong> true value. Confidence level categories are: 1, 10 percent; 2, 20 percent; 3, 30 percent; 4, 50 percent; 5, data insufficient to assess<br />
uncertainty. Subtotals rounded to two significant figures. Unless o<strong>the</strong>rwise noted, values were derived by taking <strong>the</strong> average <strong>of</strong> estimated discharge in <strong>the</strong> fall (Sept, Oct, Nov). USGS synoptic measurement<br />
data from Leonard <strong>and</strong> Harris (1974). Abbreviations: BOR, Bureau <strong>of</strong> Reclamation; CDWR, California Department <strong>of</strong> <strong>Water</strong> Resources; Cr, Creek; ft 3 /s, cubic feet per second; Hwy, Highway; mi, mile; NA,<br />
not applicable; NPS, National Park Service; OWRD, <strong>Oregon</strong> <strong>Water</strong> Resources Department; R, River; Res, Reservoir; RM, river mile; RR, rail road; USFS, U.S. Forest Service; USGS, U.S. Geological Survey]<br />
Number Stream name Reach<br />
Estimated gain<br />
(+) or loss (-)<br />
(ft 3 /s)<br />
Data source<br />
Period <strong>of</strong><br />
record<br />
Methods Remarks<br />
Confidence<br />
level<br />
32 Williamson<br />
River<br />
33 Williamson<br />
River<br />
34 Williamson<br />
River<br />
35 Wickiup<br />
Spring<br />
1 36 Williamson<br />
River<br />
37 Jackson<br />
Creek<br />
Head <strong>of</strong> River Springs<br />
(RM 86)<br />
Head <strong>of</strong> River (RM 86)<br />
to downstream side<br />
<strong>of</strong> reservoir below<br />
Bull Pasture (RM<br />
81)<br />
Reservoir (RM 81)<br />
to above Wickiup<br />
Spring (RM 79.8)<br />
8 OWRD synoptic<br />
measurement<br />
8 OWRD synoptic<br />
measurement<br />
14 OWRD synoptic<br />
measurement<br />
RM 79.8 24 OWRD synoptic<br />
measurement<br />
Below Wickiup Spring<br />
(RM 79.8) to<br />
OWRD gage below<br />
Sheep Cr (RM 67.7)<br />
Headwaters to road<br />
crossing<br />
0 OWRD synoptic<br />
measurement<br />
6 USFS<br />
measurements<br />
(68)<br />
11/2002 Synoptic measurement Dry conditions. Synoptic<br />
measurements made when<br />
OWRD gage below Sheep<br />
Cr (USGS Site 11491400)<br />
at 85 percent <strong>of</strong> average fall<br />
flows.<br />
11/2002 Synoptic measurement Dry conditions. Synoptic<br />
measurements made when<br />
OWRD gage below Sheep<br />
Cr (USGS Site 11491400)<br />
at 85 percent <strong>of</strong> average fall<br />
flows.<br />
11/2002 Synoptic measurement Dry conditions. Synoptic<br />
measurements made when<br />
OWRD gage below Sheep<br />
Cr (USGS Site 11491400)<br />
at 85 percent <strong>of</strong> average fall<br />
flows.<br />
11/2002 Synoptic measurement Dry conditions. Synoptic<br />
measurements made when<br />
OWRD gage below Sheep<br />
Cr (USGS Site 11491400)<br />
at 85 percent <strong>of</strong> average fall<br />
flows.<br />
11/2002 Synoptic measurement Dry conditions. Synoptic<br />
measurements made when<br />
OWRD gage below Sheep<br />
Cr (USGS Site 11491400)<br />
at 85 percent <strong>of</strong> average fall<br />
flows.<br />
11/1991-<br />
04/1997<br />
Miscellaneous measurement<br />
regression to Chewaucan near<br />
Paisley, Oreg. (USGS Site<br />
10384000).<br />
OWRD site 21420110 4<br />
2<br />
2<br />
2<br />
2<br />
2