Table 3.

Pearson correlation coefficients of percent soil moisture within one meter of canal edge and corresponding cottonwood leaf predawn water potentials (Ψpd) taken within 24 hours of soil moisture readings in 2001–2003 along the High Line Canal, Denver, Colorado, U.S. Hyphen (−) = data not collected; bold = depth where canal flow was assumed to influence soil moisture (see Methods section for details); asterisk (*) = significant at P < 0.05.

Canal sectionYearSiteDepth
0.3 m0.9 m1.5 m2.1 m2.7 m
Sand Creek200120.130.51*0.63*0.39*0.23
160.150.190.090.080.06
230.41*0.48*0.58*0.46*0.42*
250.54*0.63*0.83*0.180.16
170.220.41*0.52*0.190.21
Toll Gate Creek200160.090.39*0.290.180.16
19-----
200.220.240.39*0.320.20
Sand Creek200220.090.170.070.080.19
160.37*0.160.040.060.03
230.47*0.080.090.090.11
250.43*0.030.240.100.01
170.050.100.250.080.11
Toll Gate Creek200260.34*0.34*0.100.190.28*
190.010.010.030.040.08
200.59*0.160.32*0.36*0.45*
Sand Creek200320.010.070.010.060.15
160.040.060.010.020.06
230.120.090.110.030.02
250.060.370.55*0.46*0.06
170.260.190.140.410.07
Toll Gate Creek200360.150.210.160.030.17
190.290.31*0.45*0.34*0.40*
200.110.160.230.100.04