Tj. Myers et S. Swanson, PRECISION OF CHANNEL WIDTH AND POOL AREA MEASUREMENTS, Journal of the american water resources association, 33(3), 1997, pp. 647-659
The precision of width and pool area measurements has rarely been cons
idered in relation to downstream or at section hydraulic geometry, fis
heries studies, long-term or along a continuum research studies, or ag
ency monitoring techniques. We assessed this precision and related it
to other stream morphologic characteristics. Confidence limits (95 per
cent) around mean estimates with four transects (cross-sections perpen
dicular to the channel centerline) ranged from +/- 0.4 to 1.8 m on str
eams with a width of only 2.2 m. To avoid autocorrelation, transects s
hould be spaced about three channel widths apart. To avoid stochastic
inhomogeneity, reach length should be about 30 channel widths or ten t
ransects to optimize sampling efficiency. Precision of width measureme
nts decreased with decreased depth and increased with stream size. Bot
h observations reflect variability caused by features such as boulders
or coarse woody debris. Pool area precision increased with pool area
reflecting increased precision for flat, wide streams with regular poo
l-rime sequences. The least precision occurred on small, steep streams
with random, boulder or coarse woody debris formed pools.