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Add database upgrade file 07
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91
etc/db/upgrades/upgrade07-81d9ea19→0a10c897.sql
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91
etc/db/upgrades/upgrade07-81d9ea19→0a10c897.sql
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-- Upgrade the database from commit 81d9ea19 to 0a10c897.
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--
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-- NOTE: This upgrade must be applied to every schema in the database.
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-- NOTE: Each application starts a transaction, which must be committed
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-- or rolled back.
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--
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-- This defines a new function ij_error(line, point, geometry) which
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-- returns the crossline and inline distance (in metres) between the
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-- geometry (which must be a point) and the preplot corresponding to
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-- line / point.
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--
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-- To apply, run as the dougal user, for every schema in the database:
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--
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-- psql <<EOF
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-- SET search_path TO survey_*,public;
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-- \i $THIS_FILE
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-- COMMIT;
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-- EOF
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--
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-- NOTE: It can be applied multiple times without ill effect.
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BEGIN;
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-- Return the crossline, inline error of `geom` with respect to `line` and `point`
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-- in the project's binning grid.
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CREATE OR REPLACE FUNCTION ij_error(line double precision, point double precision, geom public.geometry)
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RETURNS public.geometry(Point, 0)
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LANGUAGE plpgsql STABLE LEAKPROOF
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AS $$
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DECLARE
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bp jsonb := binning_parameters();
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ij public.geometry := to_binning_grid(geom, bp);
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theta numeric := (bp->>'theta')::numeric * pi() / 180;
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I_inc numeric DEFAULT 1;
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J_inc numeric DEFAULT 1;
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I_width numeric := (bp->>'I_width')::numeric;
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J_width numeric := (bp->>'J_width')::numeric;
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a numeric := (I_inc/I_width) * cos(theta);
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b numeric := (I_inc/I_width) * -sin(theta);
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c numeric := (J_inc/J_width) * sin(theta);
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d numeric := (J_inc/J_width) * cos(theta);
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xoff numeric := (bp->'origin'->>'I')::numeric;
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yoff numeric := (bp->'origin'->>'J')::numeric;
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E0 numeric := (bp->'origin'->>'easting')::numeric;
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N0 numeric := (bp->'origin'->>'northing')::numeric;
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error_i double precision;
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error_j double precision;
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BEGIN
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error_i := (public.st_x(ij) - line) * I_width;
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error_j := (public.st_y(ij) - point) * J_width;
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RETURN public.ST_MakePoint(error_i, error_j);
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END
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$$;
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-- Return the list of points and metadata for all sequences.
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-- Only points which have a corresponding preplot are returned.
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-- If available, final positions are returned as well, if not they
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-- are NULL.
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-- Likewise, crossline / inline errors are also returned as a PostGIS
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-- 2D point both for raw and final data.
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CREATE OR REPLACE VIEW sequences_detail AS
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SELECT
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rl.sequence, rl.line AS sailline,
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rs.line, rs.point,
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rs.tstamp,
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rs.objref objRefRaw, fs.objref objRefFinal,
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ST_Transform(pp.geometry, 4326) geometryPreplot,
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ST_Transform(rs.geometry, 4326) geometryRaw,
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ST_Transform(fs.geometry, 4326) geometryFinal,
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ij_error(rs.line, rs.point, rs.geometry) errorRaw,
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ij_error(rs.line, rs.point, fs.geometry) errorFinal,
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json_build_object('preplot', pp.meta, 'raw', rs.meta, 'final', fs.meta) meta
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FROM
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raw_lines rl
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INNER JOIN raw_shots rs USING (sequence)
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INNER JOIN preplot_points pp ON rs.line = pp.line AND rs.point = pp.point
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LEFT JOIN final_shots fs ON rl.sequence = fs.sequence AND rs.point = fs.point;
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--
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--NOTE Run `COMMIT;` now if all went well
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--
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