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KRIS Garcia River: Chart Table Page
Area | Upper Garcia |
Topic | Sediment: Horace's Creek - Gravel Permeability, McBain&Trush 1999 |
Caption: This Chart Table, permeability_horace_mcbaintrush.DBF, was created from the Source Table, sed_mcbain_site.dbf. See InfoLinks for more information. A key to column headings: TRIBUTARY = study tributary, SITE = study site number PERM = permeability (cm/hr), PCTLT_256 = cumulative percent finer than 256 mm, PCTLT_12 = cumulative percent finer than 128 mm, PCTLT_64 = cumulative percent finer than 64 mm, PCTLT_32 = cumulative percent finer than 32 mm, PCTLT_16 = cumulative percent finer than 16 mm, PCTLT_8 = cumulative percent finer than 8 mm, PCTLT_5_6 = cumulative percent finer than 5.6 mm, PCTLT_4 = cumulative percent finer than 4 mm, PCTLT_2_8 = cumulative percent finer than 2.8 mm, PCTLT_2 = cumulative percent finer than 2 mm, PCTLT_1_4 = cumulative percent finer than 1.4 mm, PCTLT_1 = cumulative percent finer than 1 mm, PCTLT_085 = cumulative percent finer than 0.85 mm, PCTLT_05 = cumulative percent finer than 0.50 mm, PCTLT_025 = cumulative percent finer than 0.25 mm, PCTLT_0125 = cumulative percent finer than 0.125 mm.
50 rows of a possible 77 have been displayed.
TRIBUTARY | SITE | PERM | PCTLT_256 | PCTLT_128 | PCTLT_64 | PCTLT_32 | PCTLT_16 | PCTLT_8 | PCTLT_5_6 | PCTLT_4 | PCTLT_2_8 | PCTLT_2 | PCTLT_1_4 | PCTLT_1 | PCTLT_085 | PCTLT_05 | PCTLT_025 | PCTLT_0125 |
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
Horace | 3 | 2381 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
Horace | 4 | 761 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
Horace | 5 | 1782 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
Horace | 6 | 2011 | 1 | 0.884 | 0.745 | 0.671 | 0.548 | 0.399 | 0.316 | 0.243 | 0.173 | 0.119 | 0.076 | 0.046 | 0.037 | 0.014 | 0.004 | 0.004 |
Horace | 7 | 1974 | 1 | 1 | 0.915 | 0.759 | 0.596 | 0.443 | 0.363 | 0.29 | 0.22 | 0.16 | 0.111 | 0.072 | 0.059 | 0.026 | 0.008 | 0.008 |
Horace | 8 | 2575 | 1 | 1 | 0.793 | 0.617 | 0.454 | 0.312 | 0.225 | 0.164 | 0.119 | 0.092 | 0.072 | 0.056 | 0.05 | 0.029 | 0.011 | 0.011 |
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