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. DISCHARGE-CURRENT-METER METHOD 153<br />
bridged above the water may be weak, even though relatively thick.<br />
At the cross section selected for measurement three holes, one at<br />
each quarter point of the width, are cut to check on the possible<br />
preseuce ofslush ice or possible maldistribution of flow. Ifpoor conditions<br />
are found, other cross sections are similarly investigated to find<br />
one that is free ofslush ice and has a favorable horizontal distribution<br />
of flow. After finding a favorable cross section, at least 20 holes are<br />
cut for the current-meter measurement ofdischarge. The holes should<br />
be spaced so that no subsection carries more than 10 percent of the<br />
total discharge. On narrow streams it may be simpler to remove all<br />
the ice in the cross section.<br />
The effective depth of the water (fig. 94) is the total depth of water<br />
minus the distance from the water surface to the bottom of the ice.<br />
The vertical pulsation of water in the holes in the ice sometimes<br />
causes difficulty in determining the depths. The total depth of water<br />
is usually measured with an ice rod or with a sounding weight and<br />
reel, depending on the depth.<br />
The distance from the water surface to the bottom of the ice is<br />
measured with an ice-measuring stick (p. 125), unless slush is present<br />
at the hole. In that situation the effective depth is the total depth<br />
Streambed<br />
0= Water surface to bottom of ice<br />
b= Total depth of water<br />