|
376 | 376 | "north. Then use a cut operation with\n", |
377 | 377 | "[r.earthworks](https://grass.osgeo.org/grass-stable/manuals/addons/r.earthworks.html)\n", |
378 | 378 | "to model the borrow area. Set `elevation` to the elevation raster,\n", |
379 | | - "`lines` to the borrow vector, `z` to -1.5, `rate` to 0.2, and `flat` to\n", |
| 379 | + "`lines` to the borrow vector, `z` to -1.5, `linear` to 0.2, and `flat` to\n", |
380 | 380 | "7.6." |
381 | 381 | ] |
382 | 382 | }, |
|
398 | 398 | " operation=\"cut\",\n", |
399 | 399 | " lines=\"borrow\",\n", |
400 | 400 | " z=[-1.5],\n", |
401 | | - " rate=0.2,\n", |
| 401 | + " linear=0.2,\n", |
402 | 402 | " flat=7.6\n", |
403 | 403 | " )\n", |
404 | 404 | "\n", |
|
430 | 430 | "Use a fill operation with\n", |
431 | 431 | "[r.earthworks](https://grass.osgeo.org/grass-stable/manuals/addons/r.earthworks.html)\n", |
432 | 432 | "to model the restored ridge. Set `elevation` to the earthworks raster,\n", |
433 | | - "`lines` to the ridge vector, `z` to 1.5, `rate` to 0.2, and `flat` to\n", |
| 433 | + "`lines` to the ridge vector, `z` to 1.5, `linear` to 0.2, and `flat` to\n", |
434 | 434 | "7.6." |
435 | 435 | ] |
436 | 436 | }, |
|
449 | 449 | " operation=\"fill\",\n", |
450 | 450 | " lines=\"ridges\",\n", |
451 | 451 | " z=1.5,\n", |
452 | | - " rate=0.2,\n", |
| 452 | + " linear=0.2,\n", |
453 | 453 | " flat=7.6\n", |
454 | 454 | " )\n", |
455 | 455 | "\n", |
|
485 | 485 | "with a ratio of 10H:1V. For\n", |
486 | 486 | "[r.earthworks](https://grass.osgeo.org/grass-stable/manuals/addons/r.earthworks.html)\n", |
487 | 487 | "set `elevation` to the earthworks raster, `lines` to the levee vector,\n", |
488 | | - "`z` to 5.5, `rate` to 0.1, and `flat` to 1.5." |
| 488 | + "`z` to 5.5, `linear` to 0.1, and `flat` to 1.5." |
489 | 489 | ] |
490 | 490 | }, |
491 | 491 | { |
|
503 | 503 | " operation=\"fill\",\n", |
504 | 504 | " lines=\"levees\",\n", |
505 | 505 | " z=5.5,\n", |
506 | | - " rate=0.1,\n", |
| 506 | + " linear=0.1,\n", |
507 | 507 | " flat=1.5\n", |
508 | 508 | " )\n", |
509 | 509 | "\n", |
|
539 | 539 | "built from rows of interlocking vertical segments \n", |
540 | 540 | "of piles that are driven into the ground. \n", |
541 | 541 | "Set `elevation` to the\n", |
542 | | - "earthworks raster, `lines` to the gaps vector, `z` to -0.6, `rate` to 1,\n", |
| 542 | + "earthworks raster, `lines` to the gaps vector, `z` to -0.6, `linear` to 1,\n", |
543 | 543 | "and `flat` to 10. The radius of flats should be set to the region\n", |
544 | 544 | "resolution to ensure that the gaps are fully closed because we test our\n", |
545 | 545 | "design with a flood simulation. To better visualize the results, use\n", |
|
563 | 563 | " operation=\"cutfill\",\n", |
564 | 564 | " lines=\"gaps\",\n", |
565 | 565 | " z=-0.6,\n", |
566 | | - " rate=1,\n", |
| 566 | + " linear=1,\n", |
567 | 567 | " flat=10\n", |
568 | 568 | " )\n", |
569 | 569 | "\n", |
|
575 | 575 | " operation=\"cutfill\",\n", |
576 | 576 | " lines=\"closures\",\n", |
577 | 577 | " z=1.37,\n", |
578 | | - " rate=1,\n", |
| 578 | + " linear=1,\n", |
579 | 579 | " flat=5\n", |
580 | 580 | " )\n", |
581 | 581 | "\n", |
|
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