TSS
Hydrollab
Hyd o ab
Ulttrrasoonic
as nic
Fllow
F ow
xxx
ooo
+++
TSS
19933
199
xxx
xxx
BreaadTrruck
Bre d T u k
xxx
xxx
PPaaachute
ar r ch u
x
x
xxx
Riiver
x
x
Rv
EEstst
a
a
19944
199
xx
xxx
xxxx
xxx
xxxx
Coast
Coa
oooo
ooo
ooo
xxxx
xxx
xxxx
xxx
xx
x
BMrtraarGully
Moo t r Gu y
xxx
x
xxx
xxxx
xxxx
reaadTrruck
Bred T u k
+++
+++
xxx
xxxx
xxxx
xxx
xx
PPaaachute
ar r ch ute
+++
+++
B-Gulllly
B-Gu y
xxx x
xx
x
xx x
x x x x x x xx
xx x x xxxxx xxxx
x
xxxxx
Riiver
R ver
West
West
ooo
oooo
xxxx
o
SpriringGulllly
ng Gu y
xxx
xx
xxxx
xxx
Sp
++++
+++
xxxx
xxx
xxxx
TankeerGulllly
Tank r Gu y
xxx
xx
xxxxxxx
xxxx
OOteerGully
tt t r Gu
oooo
ooo
xxx
xxxxx x
xx
xxxxxx
xxxx
OOeerCrreek
ttttr C ee
10 20
10 20
10 20
10 20
10 20
10 20
10 20
10 20
1 0 20
10 20
10 20
10 20
10 20
10 20
Jun
Jull
May
Aug
A g
May
Sep
Nov
Nov
Sep
Oct
Ju
J
O
Figure 17. Active hydrostations during the 1994 season.
temperature of Knik Arm waters and to continu-
Truck Gully hydrostation (Fig. 16). Data were col-
ously record data from August through Septem-
lected at 5-second intervals and averaged for a 4-
ber 1993 and from May through November 1994.
minute output frequency. Wires from the sensors
At hydrostation sites, the sensors were mounted
were bundled and strung to a Campbell CR10
on a metal crossbar attached to a stake driven
datalogger, which was positioned on a floating
into the gully bed and positioned in plunge pools,
platform next to the gully (Fig. 18).
where they would remain wet at all times, at an
Each platform was constructed of a 4-ft (1.2-m)
elevation of 15 to 45 cm above the bed. Flow
square plywood deck with a wood frame made
from 2- 8-in. (~5- 20-cm) studs. Large metal
probes were mounted about 1 m above the bed
on separate stakes downstream of the plunge pool
eyehooks were screwed into the frame on each
at Spring and Parachute gullies, and on a sepa-
corner. One and one-half meter sections of 0.75-
rate crossbar in a higher position at the Bread
in. (2-cm) -diameter steel pipe were mounted ver-
19