Variable |
Molalla River sampling site |
Upstream of
Glen Avon
Bridge |
Upstream of
Highway 211
Bridge |
Upstream of
Highway 213
Bridge |
Upstream
of Goods
Bridge |
Downstream
of Knights
Bridge |
Instream/site characteristics |
|
Dominant land cover |
Forested |
Forested/
rural/
agricultural |
Rural/
agricultural/
forested |
Rural/
agricultural |
Rural/
agricultural/
urban |
Elevation (m) |
163 |
97 |
72 |
33 |
23 |
LiDAR river stationing (km) |
44.20 |
31.07 |
23.40 |
10.50 |
4.75 |
D10 particle size (mm) |
32 |
38 |
29 |
25 |
14 |
D50 particle size (mm) |
108 |
71 |
95 |
71 |
41 |
D90 particle size (mm) |
316 |
157 |
156 |
139 |
77 |
Sand, percent |
1.25 |
0.0 |
0 |
2 |
5.5 |
Drainage area (km2) |
344 |
531 |
546 |
842 |
893 |
Low flow discharge (10 percent exceedance) (m3/s) |
0.90 |
1.39 |
1.43 |
2.21 |
2.34 |
Median discharge (50 percent exceedance) (m3/s) |
7.72 |
11.9 |
12.3 |
18.9 |
20.0 |
Bankfull discharge (2-year flood) (m3/s) |
157 |
243 |
250 |
385 |
408 |
Water velocity at low flow, 90 percent exceedance (m/s) |
0.39 |
0.52 |
0.45 |
0.47 |
0.54 |
Water velocity at median discharge, 50 percent exceedance (m/s) |
0.83 |
1.06 |
1.00 |
0.91 |
1.04 |
Water velocity at bankfull discharge (2-year flood) (m/s) |
2.41 |
2.56 |
2.27 |
2.53 |
2.79 |
Averaged residual pool depth (m) |
n/a |
0.4 |
1.7 |
0.7 |
0.4 |
Average water surface slope for 1 kilometer reach (m/m) |
0.005 |
0.004 |
0.003 |
0.002 |
0.001 |
Presence of local streambed bedrock |
Yes |
Yes |
Yes |
No |
Yes |
Presence of local gravel bars |
No |
Yes |
Yes |
Yes |
No |
Flood-plain and channel characteristics |
Geomorphic flood plain FPkm segment (km) |
36 |
25 |
20 |
10 |
4 |
FPkm segment average flood plain width (km) |
0.21 |
1.13 |
0.90 |
0.83 |
2.66 |
Local flood plain width, (km) |
0.10 |
0.98 |
0.98 |
0.70 |
2.25 |
1994 active channel width (m) |
29.5 |
38.8 |
44.7 |
44.1 |
30.3 |
2000 active channel width (m) |
27.1 |
47.1 |
60.8 |
52.3 |
34.5 |
2005 active channel width (m) |
27.4 |
35.1 |
39.8 |
47.5 |
35.0 |
2009 active channel width (m) |
31.2 |
33.9 |
45.9 |
56.7 |
35.7 |
Averaged active channel width (m) |
28.8 |
38.7 |
47.8 |
50.1 |
33.9 |
1994–2000 annual migration rate (m/yr) |
1.02 |
2.27 |
3.43 |
1.62 |
1.11 |
2000–2005 annual migration rate (m/yr) |
1.00 |
0.55 |
0.88 |
1.15 |
0.48 |
2005–2009 annual migration rate (m/yr) |
1.36 |
1.58 |
1.92 |
3.70 |
2.05 |
Time-weighted annual migration rate (m/yr) |
1.10 |
1.52 |
2.19 |
2.00 |
1.14 |
Gemorphic reach average percent confined banks |
44.9 |
21.1 |
21.1 |
15.1 |
24.2 |
FPkm segment average percent confined banks |
23.4 |
48.1 |
26.0 |
41.2 |
51.3 |
Local bank confinement (number: 0,1,2 banks confined) |
0 |
2 |
0 |
2 |
2 |
1994 channel sinuosity |
1.10 |
1.35 |
1.35 |
1.29 |
1.05 |
2000 channel sinuosity |
1.12 |
1.39 |
1.39 |
1.45 |
1.08 |
2005 channel sinuosity |
1.10 |
1.39 |
1.39 |
1.44 |
1.08 |
2009 channel sinuosity |
1.10 |
1.40 |
1.40 |
1.29 |
1.09 |
Average sinuosity |
1.10 |
1.38 |
1.38 |
1.37 |
1.07 |
2009 specific bar area in FPkm segment (m2/m) |
6.68 |
24.73 |
56.60 |
19.47 |
8.31 |
2009 percentage of bare vegetation on bars |
55.15 |
83.36 |
37.96 |
30.85 |
74.43 |
2009 percentage of moderate vegetation on bars |
0 |
0 |
56.66 |
69.15 |
14.47 |
2009 percentage of dense vegetation on bars |
44.85 |
16.64 |
5.38 |
0 |
11.10 |