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Ground-Water Hydrology of the Upper Klamath Basin, Oregon and ...

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78 <strong>Ground</strong>-<strong>Water</strong> <strong>Hydrology</strong> <strong>of</strong> <strong>the</strong> <strong>Upper</strong> <strong>Klamath</strong> <strong>Basin</strong>, <strong>Oregon</strong> <strong>and</strong> California<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 />

38 Jack Creek Headwaters to Silver<br />

Lake Road<br />

39 Williamson<br />

River<br />

OWRD gage below<br />

Sheep Cr (RM 67.7)<br />

to above Cholo<br />

Ditch (RM 58.3)<br />

Subtotal for upper Williamson River 80<br />

2 OWRD synoptic<br />

measurement<br />

18 OWRD synoptic<br />

measurement<br />

03/2000 Synoptic measurement Wet conditions. Synoptic<br />

measurements made when<br />

OWRD gage below Sheep<br />

Cr (USGS Site 11491400)<br />

at 120 percent <strong>of</strong> average<br />

fall flows.<br />

03/2000 Synoptic measurement Wet conditions. Synoptic<br />

measurements made when<br />

OWRD gage below Sheep<br />

Cr (USGS Site 11491400)<br />

at 120 percent <strong>of</strong> average<br />

fall flows.<br />

4<br />

4<br />

40 <strong>Klamath</strong><br />

Marsh<br />

Cholo Ditch (RM 58.3)<br />

to Kirks Reef (RM<br />

27)<br />

Subtotal for <strong>Klamath</strong> Marsh 50<br />

50 USFWS<br />

marsh stage<br />

measurements<br />

<strong>and</strong> OWRD,<br />

USGS, USFWS<br />

gage data<br />

1971–2000 Mass balance. Annual Average Mass balance used gaged<br />

inflows <strong>and</strong> outflows,<br />

precipitation recorded<br />

at Chemult, <strong>and</strong> marsh<br />

evapotranspiration rates<br />

from USFWS rates coupled<br />

with ungaged tributary flow<br />

estimates<br />

5<br />

41 Big Springs<br />

Creek<br />

Headwaters to<br />

confluence with<br />

Lenz Cr<br />

42 Miller Creek Headwaters to National<br />

Forest Boundary<br />

(RM 8.3)<br />

34 OWRD<br />

measurements<br />

(33)<br />

10/1916–<br />

09/1987<br />

8 USFS gage 10/1992–<br />

09/1997<br />

Average Synoptic measurements<br />

demonstrate some gains<br />

to creek below confluence<br />

with Lenz Cr <strong>and</strong> above<br />

mouth<br />

Index regression to Eagle Cr<br />

above Skull Cr, near New<br />

Bridge, Oreg. (USGS Site<br />

13288200)<br />

OWRD site 61420102 3<br />

4

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