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KRIS Russian River: Chart Table Page
Area | Guerneville |
Topic | Stream Channel: Willow Creek (SW1) - XS2, MRC 2000 |
Caption: The Chart Table, xs_mrc_sw1_willow_cr_2000.dbf, contains cross-section data of Willow Creek at Mendocino Redwood Company's (MRC) long-term monitoring stream segment SW1. Surveys were conducted in August 2000. All values are in feet. The cross-section are numbered 1 through 4 and located downstream to upstream, respectively. Actual locations relative to the longitudinal profile can be viewed in the Chart Table of the "Stream Channel: Willow Creek - Thalweg Profile, MRC 2000" KRIS topic. Column headers are defined as follows: XS1_G_STA = cross-section 1 ground station, XS1_G_ELEV= cross-section 1 ground elevation, XS1_CMMTS= cross-section 1 survey comments, XS1_W_STA = cross-section 1 water surface station, XS1_W_ELEV= cross-section 1 water surface elevation, XS2_G_STA = cross-section 2 ground station, XS2_G_ELEV= cross-section 2 ground elevation, XS2_CMMTS= cross-section 2 survey comments, XS2_W_STA = cross-section 2 water surface station, XS2_W_ELEV= cross-section 2 water surface elevation, XS3_G_STA = cross-section 3 ground station, XS3_G_ELEV= cross-section 3 ground elevation, XS3_CMMTS= cross-section 3 survey comments, XS3_W_STA = cross-section 3 water surface station, XS3_W_ELEV= cross-section 3 water surface elevation, XS4_G_STA = cross-section 4 ground station, XS4_G_ELEV= cross-section 4 ground elevation, XS4_CMMTS= cross-section 4 survey comments, XS4_W_STA = cross-section 4 water surface station, XS4_W_ELEV= cross-section 4 water surface elevation.
50 rows of a possible 95 have been displayed.
XS1_G_STA | XS1_G_ELEV | XS1_CMMTS | XS1_W_STA | XS1_W_ELEV | XS2_G_STA | XS2_G_ELEV | XS2_CMMTS | XS2_W_STA | XS2_W_ELEV | XS3_G_STA | XS3_G_ELEV | XS3_CMMTS | XS3_W_STA | XS3_W_ELEV | XS4_G_STA | XS4_G_ELEV | XS4_CMMTS | XS4_W_STA | XS4_W_ELEV |
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
0 | -3.34 | LBANK PIN. SOS | 12.1 | -11 | 0 | -4.1 | Lbank pin. SOS | 35.7 | -12.1 | 0 | -3.93 | LB PIN. | 19.3 | -11 | 0 | -2.87 | Lbank pin. SOS. | 25.5 | -11.8 |
6 | -3.19 | - | 12.4 | -11 | 7 | -4.58 | Terrace Edge | 37.9 | -12.1 | 5 | -4.08 | TERRACE EDGE | 22 | -11 | 6 | -3.18 | terrace edge left | 28 | -11.8 |
8 | -3.12 | - | 13.7 | -11 | 7.9 | -6.14 | - | 40.5 | -12.1 | 7 | -4.83 | - | 25.8 | -11 | 7.8 | -7 | terrace center lef | 30.8 | -11.8 |
11 | -3.65 | TERRACE EDGE | 15.8 | -11 | 9 | -8.16 | - | - | - | 8 | -6.06 | - | 28.5 | -11 | 10.2 | -8.6 | terrace lower left | - | - |
12.1 | -10.9 | WATER'S EDGE | - | - | 11.5 | -9.02 | - | - | - | 10 | -8.16 | - | 30 | -11 | 12 | -11.43 | - | - | - |
12.4 | -11.79 | - | 20.5 | -10.66 | 14.1 | -9.27 | - | - | - | 12 | -9.54 | - | 31.8 | -11 | 16 | -11.46 | gravel bar edge le | - | - |
13.7 | -11.9 | - | 22.4 | -10.66 | 17.4 | -9.71 | - | - | - | 13 | -10.23 | - | - | - | 20.7 | -11.27 | center gravel bar | - | - |
15.8 | -11.09 | WATER'S EDGE-GRAVEL BAR | 24.3 | -10.66 | 22.5 | -10.3 | - | - | - | 14 | -11.03 | - | - | - | 24 | -11.6 | gravel bar edge ri | - | - |
18.1 | -10.65 | GRAVEL | - | - | 28.3 | -10.95 | - | - | - | 17.3 | -10.88 | - | - | - | 25.5 | -11.77 | water's edge Lbank | - | - |
19.2 | -10.7 | GRAVEL | - | - | 32.5 | -11.44 | - | - | - | 19.3 | -10.92 | WETTED EDGE | - | - | 28 | -11.93 | water center | - | - |
20.5 | -10.66 | WATER'S EDGE GRAVEL BAR | - | - | 35.7 | -12.15 | water's edge | - | - | 22 | -11.02 | - | - | - | 30.8 | -11.81 | water's edge rbank | - | - |
22.4 | -10.9 | WET | - | - | 37.9 | -12.31 | - | - | - | 25.8 | -11.05 | - | - | - | 32.2 | -11.11 | terrace lower | - | - |
24.3 | -10.66 | WATER'S EDGE-R GRAVEL BAR | - | - | 40.5 | -12.11 | water's edge | - | - | 28.5 | -11.1 | - | - | - | 32.7 | -5.78 | - | - | - |
26.5 | -10.31 | - | - | - | 42.2 | -10.63 | - | - | - | 30 | -11.09 | - | - | - | 34.8 | -8.26 | - | - | - |
28.4 | -10.03 | - | - | - | 43.2 | -8.57 | RB eroding. | - | - | 31.8 | -11.09 | WETTED EDGE | - | - | 36.9 | -6.93 | terrace center rig | - | - |
32.5 | -9.55 | - | - | - | 44.7 | -6.49 | - | - | - | 33 | -10.73 | - | - | - | 40.2 | -4.4 | terrace upper righ | - | - |
35 | -8.36 | LOW EDGE OF TERRACE | - | - | 45.2 | -5.19 | Terrace Edge | - | - | 33.5 | -9.17 | - | - | - | 43.1 | -3.16 | terrace edge right | - | - |
38.3 | -5.82 | - | - | - | 48.3 | -4.77 | - | - | - | 34.5 | -7.53 | - | - | - | 50.3 | -3.35 | Lbank pin. EOS. | - | - |
41.5 | -4.3 | CREST OF TERRACE | - | - | 54.2 | -4.48 | - | - | - | 36 | -6.56 | - | - | - | - | - | - | - | - |
43.5 | -3.79 | RBANK PIN. EOS. | - | - | 56 | -3.94 | - | - | - | 37.4 | -4.63 | - | - | - | - | - | - | - | - |
- | - | - | - | - | 57.3 | -3.44 | Rbank pin. EOS | - | - | 39 | -3.8 | TERRACE EDGE | - | - | - | - | - | - | - |
- | - | - | - | - | - | - | - | - | - | 41 | -3.56 | - | - | - | - | - | - | - | - |
- | - | - | - | - | - | - | - | - | - | 44 | -3.48 | - | - | - | - | - | - | - | - |
- | - | - | - | - | - | - | - | - | - | 49 | -2.82 | - | - | - | - | - | - | - | - |
- | - | - | - | - | - | - | - | - | - | 52 | -2.54 | - | - | - | - | - | - | - | - |
- | - | - | - | - | - | - | - | - | - | 54 | -1.8 | - | - | - | - | - | - | - | - |
- | - | - | - | - | - | - | - | - | - | 55.5 | -1.41 | - | - | - | - | - | - | - | - |
- | - | - | - | - | - | - | - | - | - | 57.4 | -0.88 | Rbank pin. EOS | - | - | - | - | - | - | - |
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