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F.4 HYDROLOGY<br />

F.5<br />

Large supplies <strong>of</strong> ground water are available from the R River outwash plain alluvium,<br />

glacial moraine, and from underlying sandstones in the area. The general course <strong>of</strong> deep<br />

ground-water flow is to the southeast. The regional gradient broadly parallels the trend<br />

<strong>of</strong> the topography and the surface drainage. The natural surface drainage <strong>of</strong> the immediate<br />

site area is mainly to the southeast, toward the river.<br />

The R River tributaries close to the site area are S Creek, 8 km northwest, and<br />

T Creek, 5 km southwest. The B River flows parallel to and east <strong>of</strong> the R River, joining the<br />

R 24 km downstream from the site area.<br />

The ground-water levels near the site are relatively flat and slope toward the river<br />

during normal river stages. During periods <strong>of</strong> high river flow, there may be some reversal<br />

<strong>of</strong> ground-water flow near the river. These reversals would be <strong>of</strong> short duration and infiltration<br />

<strong>of</strong> water from the river would be limited. The gradient toward the river is<br />

re-established after the high water recedes.<br />

River flow information based on data from the R River gaging station is as follows:<br />

Number <strong>of</strong> years <strong>of</strong> record 40<br />

Average annual flow, Z/sec 120,000<br />

Minimum recorded flow, A/sec 6,200<br />

Maximum recorded flow, A/sec 1,300,000<br />

River flow and temperature data pertinent to the reference site are shown in<br />

Figures F.4.1 and F.4.2, respectively.<br />

Flow duration data for the R River calculated in the vicinity <strong>of</strong> the reference site are<br />

shown in Figure F.4.3. Based on these data, the flow is expected to exceed 50,000 Z/sec 90%<br />

<strong>of</strong> the time and 27,000 R/sec 99% <strong>of</strong> the time.<br />

The average river velocity at the site varies between 0.5 and 0.8 m/sec for flows below<br />

280,000 Z/sec. The river drops about 3 m from 2.4 km upstream to 2.4 km downstream <strong>of</strong> the<br />

site. Rapids frequently occur in this stretch <strong>of</strong> the river.<br />

I II I I I I -<br />

40- " 00<br />

1000 - \ MAXIMUM ENVELOPE 35-<br />

5/ --- 90 - MAXIMUM ENVELOPE<br />

-<br />

, CAVERAGE<br />

2 0- -- ,VERAGE<br />

25'~- - 9V0A' A<br />

10 m 20 - 7n.<br />

9 50 K 1 - 60<br />

S<br />

20 -<br />

- AVERAGE<br />

10 - 50 -<br />

10 -MINIMUM ENVELOPE 4 MNI MUM P<br />

I I I I I I I I<br />

0- 30 -<br />

JAN FEB MAR APR MAY JUNE JULY AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUNE JULY AUG SEP OCT NOV DEC<br />

FIGURE F.4.1. Daily Average and Extreme FIGURE F.4.2. Daily Average and Extreme<br />

River Flows at the Reference Site Water Temperatures at the Reference Site

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