Area/Topic | Bibliography | Background | Hypotheses | Home |
KRIS Garcia River: Chart Table Page
Area | Lower Garcia / Estuary |
Topic | Stream Channel: Cross-Sections - Garcia at Hooper XS-2, 1991-1998 |
Caption: The Chart Table, xs_garcia_hooper_xs2_1991_1998.dbf, contains Garcia River cross-section surveys at the Hooper XS-2 cross-section, located on the Hooper property (Oz). The cross-section was surveyed between 1991 and 1998. Data are from Mendocino County Water Agency. Header descriptions follow: G_91_DIST = ground distance (station) in feet, from 1991 survey; G_91_ELEV = ground elevation (feet) from 1991 survey; W_91_DIST = ground distance (station) in feet for water surface, from 1991 survey; W_91_ELEV = water surface elevation (feet) from 1991 survey; G_93_DIST = ground distance (station) in feet, from 1993 survey; ETC...
50 rows of a possible 57 have been displayed.
G_91_DIST | G_91_ELEV | W_91_DIST | W_91_ELEV | G_93_DIST | G_93_ELEV | W_93_DIST | W_93_ELEV | G_97_DIST | G_97_ELEV | W_97_DIST | W_97_ELEV | G_98_DIST | G_98_ELEV | W_98_DIST | W_98_ELEV |
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
196 | 45.61 | 105 | 36.32 | 0 | 46.23 | 90.46 | 36.78 | 196 | 45.13 | 149 | 37.44 | -1 | 46.28 | 91.27 | 35.89 |
196 | 45.18 | 100 | 36.32 | 0 | 45.61 | 101.9 | 36.78 | 196 | 44.12 | 132 | 37.44 | 0 | 46.23 | 98.36 | 35.89 |
196 | 44.11 | 94 | 36.32 | 0 | 45.33 | 110.98 | 36.78 | 191 | 40.88 | 117 | 37.44 | 1.93 | 45.61 | 110.47 | 35.89 |
188 | 42.38 | 89 | 36.32 | 26.54 | 44.38 | - | - | 187 | 38.57 | 108 | 37.44 | 5.58 | 44.44 | 117.87 | 35.89 |
186 | 41.16 | 81 | 36.32 | 32.23 | 42.76 | - | - | 186 | 37.38 | 98 | 37.44 | 10.16 | 43.43 | 125.85 | 35.89 |
182 | 39.78 | - | - | 39.2 | 43.68 | - | - | 180 | 37.4 | 92 | 37.44 | 18.58 | 44.58 | - | - |
180 | 37.98 | - | - | 44.1 | 41.89 | - | - | 170 | 37.37 | - | - | 21.31 | 41.46 | - | - |
175 | 37.68 | - | - | 66 | 41.08 | - | - | 163 | 36.33 | - | - | 28.57 | 39 | - | - |
166 | 38.22 | - | - | 66.04 | 41.11 | - | - | 149 | 37.37 | - | - | 50.3 | 38.49 | - | - |
153 | 38.06 | - | - | 71.33 | 41.46 | - | - | 132 | 36.97 | - | - | 65.6 | 38.2 | - | - |
140 | 37.93 | - | - | 80.33 | 41.01 | - | - | 117 | 36.27 | - | - | 76.54 | 36.37 | - | - |
130 | 37.7 | - | - | 90.46 | 36.78 | - | - | 108 | 35.83 | - | - | 85.96 | 37.44 | - | - |
118 | 37.32 | - | - | 101.9 | 35.56 | - | - | 98 | 35.27 | - | - | 91.27 | 35.89 | - | - |
105 | 36.32 | - | - | 110.98 | 36.78 | - | - | 92 | 37.44 | - | - | 98.36 | 34.72 | - | - |
100 | 35.7 | - | - | 170.72 | 37.9 | - | - | 88 | 39.84 | - | - | 110.47 | 34.14 | - | - |
94 | 35.75 | - | - | 180.83 | 35.57 | - | - | 80 | 39.78 | - | - | 117.87 | 34.55 | - | - |
89 | 35.66 | - | - | 189 | 40.94 | - | - | 59 | 40.71 | - | - | 125.85 | 36.2 | - | - |
81 | 36.32 | - | - | 195.98 | 44.13 | - | - | 52 | 40.33 | - | - | 148.68 | 38.48 | - | - |
72 | 39.17 | - | - | 195.98 | 45.13 | - | - | 43 | 40.76 | - | - | 175.59 | 37.82 | - | - |
67 | 39.77 | - | - | 195.98 | 45.61 | - | - | 38 | 40.26 | - | - | 186 | 38.78 | - | - |
62 | 41.56 | - | - | - | - | - | - | 26 | 40.64 | - | - | 195.98 | 45.13 | - | - |
60 | 43.31 | - | - | - | - | - | - | 15 | 41.44 | - | - | 196.23 | 43.62 | - | - |
54 | 43.44 | - | - | - | - | - | - | 14 | 43.08 | - | - | - | - | - | - |
46 | 42.93 | - | - | - | - | - | - | 6 | 45.15 | - | - | - | - | - | - |
38 | 43.59 | - | - | - | - | - | - | 1 | 44.35 | - | - | - | - | - | - |
31 | 44.18 | - | - | - | - | - | - | -7 | 45.23 | - | - | - | - | - | - |
22 | 44.26 | - | - | - | - | - | - | -10.11 | 45.61 | - | - | - | - | - | - |
15 | 44.52 | - | - | - | - | - | - | -13 | 45.96 | - | - | - | - | - | - |
7 | 44.3 | - | - | - | - | - | - | -14 | 48.01 | - | - | - | - | - | - |
2 | 44.44 | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
0 | 45.61 | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
0 | 46.3 | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
www.krisweb.com |