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KRIS Garcia River: Chart Table Page
Area | Lower Garcia / Estuary |
Topic | Stream Channel: Cross-Sections - Garcia Estuary XS-1, 1991-1998 |
Caption: The Chart Table, xs_garcia_estuary_xs1_1991_1998.dbf, contains Garcia River Estuary cross-section data for site XS-1. Surveys were conducted in 1991, 1995, and 1998. Data are from Jackson (1998). See InfoLinks for more information. 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_95_DIST = ground distance (station) in feet, from 1995 survey; ETC...
50 rows of a possible 57 have been displayed.
DIST_91 | ELEV_91 | WDIST_91 | WELEV_91 | DIST_95 | ELEV_95 | WDIST_95 | WELEV_95 | DIST_98 | ELEV_98 | WDIST_98 | WELEV_98 |
---|---|---|---|---|---|---|---|---|---|---|---|
668 | 7.96 | 637 | 0.75 | 0 | 6.77 | 526 | 0.73 | 0 | 6.05 | 500 | 1.38 |
668 | 6.68 | 633 | 0.75 | 0 | 6.07 | 565 | 0.73 | 0 | 5.38 | 519 | 1.38 |
661 | 4.68 | 630 | 0.75 | 0 | 5.29 | 585 | 0.73 | 0 | 5.38 | 562 | 1.38 |
654 | 3.9 | 623 | 0.75 | 5 | 4.1 | 605 | 0.73 | 10 | 2.28 | 582 | 1.38 |
647 | 1.66 | 613 | 0.75 | 6 | 3.39 | 621 | 0.73 | 10 | 1.35 | 613 | 1.38 |
641 | 0.75 | 601 | 0.75 | 10 | 2.45 | 626 | 0.73 | 17 | 1 | 632 | 1.38 |
637 | 0.12 | 588 | 0.75 | 11 | 1.42 | 631 | 0.73 | 35 | 1.31 | 650 | 1.38 |
633 | -1.66 | 574 | 0.75 | 11 | 1.66 | 640 | 0.73 | 56 | 1.18 | 654 | 1.38 |
630 | -1.82 | 561 | 0.75 | 15 | 0.68 | - | - | 60 | 2.4 | 656 | 1.38 |
623 | -1.52 | 552 | 0.75 | 26 | 0.53 | - | - | 102 | 5.1 | - | - |
613 | -0.82 | 517 | 0.75 | 30 | 0.32 | - | - | 155 | 6.1 | - | - |
601 | 0.09 | - | - | 36 | 0.57 | - | - | 207 | 2.8 | - | - |
588 | 0.32 | - | - | 45 | 1.36 | - | - | 234 | 1.22 | - | - |
574 | 0.44 | - | - | 61 | 1.21 | - | - | 276 | 1.67 | - | - |
561 | 0.3 | - | - | 63 | 1.59 | - | - | 292 | 1.67 | - | - |
552 | 0.26 | - | - | 64 | 2.53 | - | - | 308 | 2.8 | - | - |
517 | 0.75 | - | - | 71 | 4.19 | - | - | 335 | 4.56 | - | - |
473 | 1.58 | - | - | 98 | 4.72 | - | - | 367 | 3.7 | - | - |
440 | 2.37 | - | - | 121 | 6.31 | - | - | 453 | 3.1 | - | - |
424 | 2.7 | - | - | 147 | 5.54 | - | - | 472 | 2.88 | - | - |
416 | 2.77 | - | - | 181 | 5.45 | - | - | 500 | 1.38 | - | - |
407 | 3.02 | - | - | 212 | 5.51 | - | - | 519 | 0.38 | - | - |
383 | 3.26 | - | - | 216 | 1.69 | - | - | 562 | -0.15 | - | - |
354 | 3.12 | - | - | 220 | -0.18 | - | - | 582 | -0.9 | - | - |
328 | 3.91 | - | - | 238 | -1.05 | - | - | 613 | -2.15 | - | - |
301 | 4.25 | - | - | 243 | 1.09 | - | - | 632 | -2.2 | - | - |
290 | 3.56 | - | - | 249 | 1.44 | - | - | 650 | -2.17 | - | - |
290 | 6.7 | - | - | 274 | 3.6 | - | - | 654 | 0.46 | - | - |
279 | 3.03 | - | - | 296 | 4.3 | - | - | 656 | 1.38 | - | - |
272 | 0.94 | - | - | 320 | 4.36 | - | - | 660 | 2.83 | - | - |
257 | 0.51 | - | - | 353 | 4.43 | - | - | 669 | 5.63 | - | - |
243 | 0.94 | - | - | 390 | 3.59 | - | - | 669 | 7.92 | - | - |
240 | 2.06 | - | - | 424 | 2.55 | - | - | 669 | 5.63 | - | - |
239 | 5.76 | - | - | 427 | 1.97 | - | - | 675 | 6.7 | - | - |
221 | 6.7 | - | - | 445 | 1.53 | - | - | 677 | 7.04 | - | - |
201 | 5.66 | - | - | 470 | 1.36 | - | - | 700 | 6.47 | - | - |
178 | 5.37 | - | - | 490 | 1.02 | - | - | - | - | - | - |
157 | 5.33 | - | - | 510 | 0.88 | - | - | - | - | - | - |
148 | 5.41 | - | - | 526 | 0.73 | - | - | - | - | - | - |
140 | 5.76 | - | - | 565 | 0.08 | - | - | - | - | - | - |
120 | 6.06 | - | - | 585 | -0.64 | - | - | - | - | - | - |
102 | 5.11 | - | - | 605 | -1.65 | - | - | - | - | - | - |
78 | 4.11 | - | - | 621 | -2.11 | - | - | - | - | - | - |
67 | 2.37 | - | - | 626 | -2.15 | - | - | - | - | - | - |
63 | 1.25 | - | - | 631 | -2.78 | - | - | - | - | - | - |
47 | 1.87 | - | - | 640 | 0.68 | - | - | - | - | - | - |
37 | 1.16 | - | - | 645 | 2.5 | - | - | - | - | - | - |
33 | 0.75 | - | - | 668 | 5.66 | - | - | - | - | - | - |
31 | 0.58 | - | - | 670 | 6.81 | - | - | - | - | - | - |
29 | 0.75 | - | - | 670 | 7.96 | - | - | - | - | - | - |
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