Table 2.

Number of days from spring canal runs to moderate (<−0.30 MPa) and severe (<−0.50 MPa) water stress based on predawn leaf water potentials (Ψpd) of plains cottonwoods within each canal section along the High Line Canal, Denver, Colorado, U.S. (1998–2008). Yearly days and mean over all years are presented. SE = standard error; hyphen (−) = data not collected.

Canal sectionYearSites (n)Days of canal waterDays to moderate stressSESites with severe stress (n)Days to severe stressSE
Cherry Creek1998779461.300
19997146602.94740.8
2000–2003-------
2004714222.93265.1
2005750251.35486.5
2006-------
2007721141.57433.5
2008721--7234.6
Mean (all years)33.48.242.88.7
Toll Gate Creek199827954.10.6160-
1999556284.52927.1
2000624741.60no-
2001364469.1181-
2002200021413.6
2003414505.43665.5
200440161.50no-
2005450381.82385.1
2006-------
2007414182.03607.8
2008414--2358.0
Mean (all years)40.47.456.08.8
Sand Creek1998479564.52622.5
1999456588.42923.7
2000624723.34783.3
2001630462.43476.1
200260006205.1
200347365.837629.4
2004–20063------
20073042.92183.5
20083000115-
Mean (all years)45.08.950.911.1