PCWA-L 467.pdf - PCWA Middle Fork American River Project ...
PCWA-L 467.pdf - PCWA Middle Fork American River Project ...
PCWA-L 467.pdf - PCWA Middle Fork American River Project ...
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5. DlSCHARGE-CURRENT-METER METHOD 151<br />
Another, less widely used, method of determining depth requires<br />
that the meter cups be set at the water surface, after which the sounding<br />
weight is lowered to the streambed while measuring, with tape or<br />
rule, the length of line that is let out. This measured distance, plus<br />
the distance from the bottom of the sounding weight to the meter<br />
cups, is the depth of water.<br />
When using a handline, enough cable is unwound from the handline<br />
reel to keep the reel out ofwater when the sounding weight is on<br />
the streambed at the deepest part of the measuring section. That<br />
prevents submergence of the reel and thick rubber-covered cable and<br />
attendant drag on the equipment in high-velocity flow, and unless the<br />
bridge is relatively close to the water surface, it still permits the<br />
hydrographer to raise and lower the meter by means of the rubbercovered<br />
cable rather than the bare-steel cable. When the meter is set<br />
for a velocity observation, the hydrographer stands on the rubbercovered<br />
cable or ties it to the handrail to hold the meter in place. By<br />
doing so his hands are free to operate the stopwatch and record the<br />
data.<br />
If the bridge has vertical truss members in the plane of the measurement<br />
cross section, the handline can be disconnected from the<br />
headphone wire and passed around the truss member with the sounding<br />
weight on the bottom. This eliminates the need for raising the<br />
weight and meter to the bridge each time a move is made from one<br />
vertical to another and is the principal advantage of a handline,<br />
CURRENT·METER MEASUREMENTS FROM ICE..cOVER<br />
Discharge measurements under ice cover (fig. 93) are usually made<br />
under conditions that range from uncomfortable to severe, but it is<br />
extremely important that they be made, because the reliability of a<br />
large part of the computed discharge record for a winter period may<br />
depend on one such measurement.<br />
Cross sections for possible use for measuring under ice cover should<br />
be selected during the open-water season when channel conditions<br />
can be observed and evaluated. Commonly the most desirable measurement<br />
section will be just upstream from a riffle because slush ice<br />
that collects under the ice cover is usually tbickest at the upstream<br />
end of the pools created by riffles. The equipment used for cutting or<br />
drilling holes in the ice was described on pages 124-129.<br />
The danger of working on ice-covered streams should never be underestimated.<br />
When crossing the stream, the hydrographer should<br />
test the strength of the ice with solid blows using a sharp ice chiseL<br />
Ice thickness may be irregular, especially late in the season when a<br />
thick snow cover may act as an insulator. Water just above freezing<br />
can slowly melt the underside of the ice, creating thin spots. Ice