THE FLOW OF WATEE IN WOOD- STAVE PIPE. 41 
although the observations show that the capacity of the pipe is 10 per cent below 
the discharge computed by the new formula. 
No. 19, Expt. S-10, 14-inch Jointed Machine-Banded Douglas Fir Pipe, 
Congdon Orchards, North Yakima, Wash. — About 1 mile of 14-inch pipe con- 
veys water from the Y akim a Valley Canal to the Congdon Orchards. A reach 
1,251.7 feet long was chosen near the lower end. A mercury manometer was used 
as gauge No. 1 and a water column as gauge No. 2. The velocity was determined 
with fluorescein. The color was injected at gauge No. 1 and appeared at a 4-inch 
hydrant about 100 feet below gauge No. 2. The capacity of this pipe is about 4 per 
cent less than as computed by the new formula. 
No. 26, Expt. S-13, 18-inch Continuous-Stave Redwood Siphon Pipe, 
Yakima Valley Canal Co., Washington. — Irrigation water is conveyed across two 
depressions between open reaches of canal by means of a redwood siphon of the con- 
tinuous-stave type, built in the winter of 1913-14. Thus the pipe had been in use 
but a few months at the time of the test. It is buried about 3 feet in sandy and 
gravelly soil. Blow-off valves are located at the low points, while a valve allows 
the escape of air at the one summit on the line. Gauge No. 1, a mercury manometer, 
was located 279.3 feet from the inlet. Gauge No. 2, a water column, was located 
1,787.5 feet from gauge No. 1 and 19.7 feet from the outlet. The nominal size of the 
pipe was accepted. The velocity within the pipe was determined with fluorescein. 
It was not practicable to vary the velocities through the pipe, but so far as two 
observations can be accepted the capacity of the pipe is 18 per cent greater than the 
discharge computed by the new formula. Some excess is to be expected, as newly 
planed redwood is very smooth and the pipe was so new that material deposits of 
silt were unlikely. 
No. 27, Expt. S-7, 18-inch Jointed Machine-Banded Douglas Fir Siphon 
Pipe, Burbank Co., Washington. — Irrigation water from Snake River is carried 
over a swale between open section* jf a small ditch by means of an inverted siphon. 
This pipe was laid during February, 1913. The top of the pipe is about 18 inches 
below the surface of veiy gravelly, open soil. However, the pipe surface is protected 
with a heavy coating of asphalt, so that the wood appears to be perfectly sound. The 
maximum head is only about 14 feet. Water columns were used at both ends of the 
reach tested. Gauge No. 1 was located 67.1 feet from the inlet while gauge No. 2 was 
located 1,479.1 feet from gauge No. 1 and 7.6 feetirom the outlet. The nominal size 
of the pipe was accepted as correct. For each run the velocity within the pipe was 
determined through fluorescein tests by taking the mean velocity of five batches of 
color. The pipe is straight in horizontal alignment and has no summits in the ver- 
tical plane. For all practical purposes it may be considered straight from the fact that 
the low point is but 14 feet below the hydraulic gradient, in a total distance of 1,553.8 
feet. At no point was there any indication of leakage, but there was no way of deter- 
mining the interior condition of the pipe. It is used for irrigation about seven months 
of the year, but is kept full all winter. This probably accounts for the absence of 
leakage. The water as pumped from Snake River contains some sand, but all of the 
heavier particles have settled to the bottom of the canal before reaching the siphon, 
which is some distance from the stream. For this reason there is small likelihood of 
a deposit at the low point of the siphon, although the two observations taken indicate 
that the capacity is 6 per cent below the discharge computed by the new formula. 
No. 29, Expt. S-2, 24-inch Jointed Machine-Banded White Pine Pipe, 
Butler Water Co., Butler, Pa. — Municipal water for Butler, Pa., reaches a pumping 
plant near the city by gravity flow through a 24-inch pipe line laid in 1907. This 
pipe is 5 miles long from Boyds Town Reservoir to a settling tank. The maximum 
static head is about 67 feet. The last half mile is a cast-iron pipe, while the rest is 
a white pine machine-banded wood pipe. As there was considerable leakage through- 
out most of the wood pipe a straight reach of the latter 1,357.7 feet long was chosen 
