Update XYZ <-> ENH geolocation conversion after the clarifications made on how to handle scale in IFC4X3

This commit is contained in:
Dion Moult
2024-06-22 14:47:35 +10:00
parent 7bb3de8371
commit d0373da0ad
3 changed files with 264 additions and 224 deletions
@@ -20,36 +20,42 @@ import math
import numpy as np
import ifcopenshell
import ifcopenshell.util.unit
import ifcopenshell.util.element
from typing import NamedTuple, Optional, Union
def dms2dd(degrees, minutes, seconds, ms=0):
class HelmertTransformation(NamedTuple):
e: float
n: float
h: float
xaa: float
xao: float
scale: float
factor_x: float
factor_y: float
factor_z: float
def dms2dd(degrees: int, minutes: int, seconds: int, ms: int = 0) -> float:
"""Convert degrees, minutes, and (milli)seconds to decimal degrees
:param degrees: The degrees component
:type degrees: int
:param minutes: The minutes component
:type minutes: int
:param seconds: The seconds component
:type seconds: int
:param ms: The milliseconds component
:type ms: int
:return: The angle in decimal degrees.
:rtype: float
"""
dd = float(degrees) + float(minutes) / 60.0 + float(seconds) / (3600.0) + float(ms / 3600000000.0)
return dd
def dd2dms(dd, use_ms=False):
def dd2dms(dd: float, use_ms: bool = False) -> Union[tuple[float, float, float, float], tuple[float, float, float]]:
"""Convert decimal degrees to degrees, minutes, and (milli)seconds format
:param dd: The decimal degrees
:type dd: float
:param use_ms: True if to include milliseconds and false otherwise. Defaults to false.
:type use_ms: bool
:return: The angle in a tuple of either 3 or 4 values, being degrees,
minutes, seconds, and optionally milliseconds.
:rtype: tuple[float]
"""
dd = float(dd)
sign = 1 if dd >= 0 else -1
@@ -65,7 +71,20 @@ def dd2dms(dd, use_ms=False):
return (int(degrees) * sign, int(minutes) * sign, int(seconds) * sign)
def xyz2enh(x, y, z, eastings, northings, orthogonal_height, x_axis_abscissa, x_axis_ordinate, scale=None):
def xyz2enh(
x: float,
y: float,
z: float,
eastings: float = 0.0,
northings: float = 0.0,
orthogonal_height: float = 0.0,
x_axis_abscissa: float = 1.0,
x_axis_ordinate: float = 0.0,
scale: float = 1.0,
factor_x: float = 1.0,
factor_y: float = 1.0,
factor_z: float = 1.0,
) -> tuple[float, float, float]:
"""Manually convert local XYZ coordinates to map eastings, northings, and height
This function is for advanced users as it allows you to specify your own
@@ -75,59 +94,29 @@ def xyz2enh(x, y, z, eastings, northings, orthogonal_height, x_axis_abscissa, x_
you are applying your own temporary false origin (such as when federating
models for digital twins of large cities).
No unit conversion is performed.
For most scenarios you should use ``auto_xyz2enh`` instead.
:param x: The X local engineering coordinate.
:type x: float
:param y: The Y local engineering coordinate.
:type y: float
:param z: The Z local engineering coordinate.
:type z: float
:param eastings: The eastings offset to apply.
:type eastings: float
:param northings: The northings offset to apply.
:type northings: float
:param orthogonal_height: The orthogonal height offset to apply.
:type orthogonal_height: float
:param x_axis_abscissa: The X axis abscissa (i.e. first coordinate) of the
2D vector that points to the local X axis when in map coordinates.
:type x_axis_abscissa: float
:param x_axis_ordinate: The X axis ordinate (i.e. second coordinate) of the
2D vector that points to the local X axis when in map coordinates.
:type x_axis_ordinate: float
:param scale: The combined scale factor to convert from local coordinates
to map coordinates.
:type scale: float
:param scale: The unit scale such that local ordinate * scale = map
ordinate. E.g. if your project is in millimeters but your CRS is in
meters, your scale should be 0.001.
:param factor_x: The combined scale factor for the X value to convert from
local coordinates to map coordinates. Your surveyor will typically know
this number and approximate it as a constant on a small site. Typically
factor_x and factor_y will be identical, and factor_z will be 1.
:param factor_y: Same but for the Y value.
:param factor_z: Same but for the Z value.
:return: A tuple of three ordinates representing the easting, northing and height.
:rtype: tuple[float]
"""
if scale is None:
scale = 1.0
rotation = math.atan2(x_axis_ordinate, x_axis_abscissa)
a = scale * math.cos(rotation)
b = scale * math.sin(rotation)
eastings = (a * x) - (b * y) + eastings
northings = (b * x) + (a * y) + northings
height = z + orthogonal_height
return (eastings, northings, height)
def xyz2enh_ifc4x3(
x,
y,
z,
eastings,
northings,
orthogonal_height,
x_axis_abscissa,
x_axis_ordinate,
scale=1.0,
factor_x=1.0,
factor_y=1.0,
factor_z=1.0,
):
theta = math.atan2(x_axis_ordinate, x_axis_abscissa)
eastings = (scale * factor_x * math.cos(theta) * x) - (scale * factor_y * math.sin(theta) * y) + eastings
northings = (scale * factor_x * math.sin(theta) * x) + (scale * factor_y * math.cos(theta) * y) + northings
@@ -135,7 +124,9 @@ def xyz2enh_ifc4x3(
return (eastings, northings, height)
def auto_xyz2enh(ifc_file, x, y, z):
def auto_xyz2enh(
ifc_file: ifcopenshell.file, x: float, y: float, z: float, should_return_in_map_units: bool = True
) -> tuple[float, float, float]:
"""Convert from local XYZ coordinates to global map coordinate eastings, northings, and heights
The necessary georeferencing map conversion is automatically detected from
@@ -147,63 +138,24 @@ def auto_xyz2enh(ifc_file, x, y, z):
https://www.buildingsmart.org/standards/bsi-standards/standards-library/
:param ifc_file: The IFC file
:type ifc_file: ifcopenshell.file
:param x: The X local engineering coordinate provided in project length units.
:type x: float
:param y: The Y local engineering coordinate provided in project length units.
:type y: float
:param z: The Z local engineering coordinate provided in project length units.
:type z: float
:return: The global map coordinate eastings, northings, and height in map units.
:param should_return_in_map_units: If true, the result is given in map units.
If false, the result will be converted back into project units.
:return: The global map coordinate eastings, northings, and height.
:rtype: tuple[float]
"""
conversion = None
try:
conversion = ifc_file.by_type("IfcMapConversion")
except:
pass
if conversion:
conversion = conversion[0]
e = conversion.Eastings or 0
n = conversion.Northings or 0
h = conversion.OrthogonalHeight or 0
xaa = conversion.XAxisAbscissa or 0
xao = conversion.XAxisOrdinate or 0
scale = conversion.Scale or 1
map_unit = conversion.TargetCRS.MapUnit
else:
project = ifc_file.by_type("IfcProject")[0]
conversion = ifcopenshell.util.element.get_pset(project, "ePSet_MapConversion")
if not conversion:
return (x, y, z)
e = conversion.get("Eastings", None) or 0
n = conversion.get("Northings", None) or 0
h = conversion.get("OrthogonalHeight", None) or 0
xaa = conversion.get("XAxisAbscissa", None) or 0
xao = conversion.get("XAxisOrdinate", None) or 0
scale = conversion.get("Scale", None) or 1
map_unit = None
if not xaa and not xao:
xaa = 1.0
xao = 0.0
if map_unit:
# Warning! This definition has changed in IFC4X3 such that map_unit no
# longer affects unit conversion, only the Scale attribute affects unit
# conversion. TODO: consolidate once IFC4X3 confirmed.
project_unit = ifcopenshell.util.unit.get_project_unit(ifc_file, "LENGTHUNIT")
map_prefix = getattr(map_unit, "Prefix", None)
project_prefix = getattr(project_unit, "Prefix", None)
e = ifcopenshell.util.unit.convert(e, map_prefix, map_unit.Name, project_prefix, project_unit.Name)
n = ifcopenshell.util.unit.convert(n, map_prefix, map_unit.Name, project_prefix, project_unit.Name)
h = ifcopenshell.util.unit.convert(h, map_prefix, map_unit.Name, project_prefix, project_unit.Name)
return xyz2enh(x, y, z, e, n, h, xaa, xao, scale)
parameters = get_helmert_transformation_parameters(ifc_file)
if not parameters:
return x, y, z
enh = xyz2enh(x, y, z, *parameters)
if should_return_in_map_units:
return enh
return enh[0] / parameters.scale, enh[1] / parameters.scale, enh[2] / parameters.scale
def auto_enh2xyz(ifc_file, easting, northing, height):
def auto_enh2xyz(ifc_file, easting, northing, height, is_specified_in_map_units: bool = True):
"""Convert from global map coordinate eastings, northings, and heights to local XYZ coordinates
The necessary georeferencing map conversion is automatically detected from
@@ -215,63 +167,80 @@ def auto_enh2xyz(ifc_file, easting, northing, height):
https://www.buildingsmart.org/standards/bsi-standards/standards-library/
:param ifc_file: The IFC file
:type ifc_file: ifcopenshell.file
:param easting: The global easting map coordinate provided in map units.
:type easting: float
:param northing: The global northing map coordinate provided in map units.
:type northing: float
:param height: The global height map coordinate provided in map units.
:type height: float
:return: The local engineering XYZ coordinates in project length units.
:rtype: tuple[float]
"""
conversion = None
try:
conversion = ifc_file.by_type("IfcMapConversion")
except:
pass
parameters = get_helmert_transformation_parameters(ifc_file)
if not parameters:
return easting, northing, height
if not is_specified_in_map_units:
easting *= parameters.scale
northing *= parameters.scale
height *= parameters.scale
return enh2xyz(easting, northing, height, *parameters)
if conversion:
conversion = conversion[0]
e = conversion.Eastings or 0
n = conversion.Northings or 0
h = conversion.OrthogonalHeight or 0
xaa = conversion.XAxisAbscissa or 0
xao = conversion.XAxisOrdinate or 0
scale = conversion.Scale or 1
map_unit = conversion.TargetCRS.MapUnit
else:
def get_helmert_transformation_parameters(ifc_file: ifcopenshell.file) -> Optional[HelmertTransformation]:
"""Retrieves the parameters of a helmert transformation that represents a
coordinate operation
This coordinate operation is typically what is used to convert between
local engineering coordinates and map coordinates.
:param ifc_file: The IFC model, typically containing an
IfcCoordinateOperation such as an IfcMapConversion.
:return: The parameters of the transformation.
"""
if ifc_file.schema == "IFC2X3":
project = ifc_file.by_type("IfcProject")[0]
conversion = ifcopenshell.util.element.get_pset(project, "ePSet_MapConversion")
if not conversion:
return (easting, northing, height)
return
e = conversion.get("Eastings", None) or 0
n = conversion.get("Northings", None) or 0
h = conversion.get("OrthogonalHeight", None) or 0
xaa = conversion.get("XAxisAbscissa", None) or 0
xao = conversion.get("XAxisOrdinate", None) or 0
scale = conversion.get("Scale", None) or 1
map_unit = None
factor_x = factor_y = factor_z = 1
else:
conversion = ifc_file.by_type("IfcCoordinateOperation")
if not conversion:
return
conversion = conversion[0]
if conversion.is_a("IfcMapConversion"):
e = conversion.Eastings or 0
n = conversion.Northings or 0
h = conversion.OrthogonalHeight or 0
xaa = conversion.XAxisAbscissa or 0
xao = conversion.XAxisOrdinate or 0
scale = conversion.Scale or 1
if conversion.is_a() == "IfcMapConversionScaled":
factor_x = conversion.FactorX
factor_y = conversion.FactorY
factor_z = conversion.FactorZ
else:
factor_x = factor_y = factor_z = 1
elif conversion.is_a() == "IfcRigidOperation":
# TODO
e = conversion.FirstCoordinate
n = conversion.SecondCoordinate
h = conversion.Height or 0
xaa = 1.0
xao = 0.0
factor_x = factor_y = factor_z = 1
if not xaa and not xao:
xaa = 1.0
xao = 0.0
if map_unit:
# Warning! This definition has changed in IFC4X3 such that map_unit no
# longer affects unit conversion, only the Scale attribute affects unit
# conversion. TODO: consolidate once IFC4X3 confirmed.
project_unit = ifcopenshell.util.unit.get_project_unit(ifc_file, "LENGTHUNIT")
map_prefix = getattr(map_unit, "Prefix", None)
project_prefix = getattr(project_unit, "Prefix", None)
e = ifcopenshell.util.unit.convert(e, map_prefix, map_unit.Name, project_prefix, project_unit.Name)
n = ifcopenshell.util.unit.convert(n, map_prefix, map_unit.Name, project_prefix, project_unit.Name)
h = ifcopenshell.util.unit.convert(h, map_prefix, map_unit.Name, project_prefix, project_unit.Name)
return enh2xyz(easting, northing, height, e, n, h, xaa, xao, scale)
return HelmertTransformation(e, n, h, xaa, xao, scale, factor_x, factor_y, factor_z)
def auto_z2e(ifc_file, z):
def auto_z2e(ifc_file: ifcopenshell.file, z: float, should_return_in_map_units: bool = True) -> float:
"""Convert a Z coordinate to an elevation using model georeferencing data
The necessary georeferencing map conversion is automatically detected from
@@ -283,66 +252,56 @@ def auto_z2e(ifc_file, z):
https://www.buildingsmart.org/standards/bsi-standards/standards-library/
:param ifc_file: The IFC file
:type ifc_file: ifcopenshell.file
:param z: The Z local engineering coordinate provided in project length units.
:type z: float
:return: The elevation in project length units.
:rtype: float
"""
conversion = None
try:
conversion = ifc_file.by_type("IfcMapConversion")
except:
pass
if conversion and not conversion[0].OrthogonalHeight:
conversion = conversion[0]
h = conversion.OrthogonalHeight
map_unit = conversion.TargetCRS.MapUnit
else:
project = ifc_file.by_type("IfcProject")[0]
conversion = ifcopenshell.util.element.get_pset(project, "ePSet_MapConversion")
if not conversion:
return z
h = conversion.get("OrthogonalHeight", None) or 0
map_unit = None
if map_unit:
# Warning! This definition has changed in IFC4X3 such that map_unit no
# longer affects unit conversion, only the Scale attribute affects unit
# conversion. TODO: consolidate once IFC4X3 confirmed.
project_unit = ifcopenshell.util.unit.get_project_unit(ifc_file, "LENGTHUNIT")
h = ifcopenshell.util.unit.convert(
h,
getattr(map_unit, "Prefix", None),
map_unit.Name,
getattr(project_unit, "Prefix", None),
project_unit.Name,
)
return z2e(z, h)
parameters = get_helmert_transformation_parameters(ifc_file)
if not parameters:
return z
e = z2e(z, parameters.h, parameters.scale, parameters.factor_z)
if should_return_in_map_units:
return e
return e / parameters.scale
def z2e(z, h):
"""Manually convert a Z coordinate to an elevation
def z2e(z: float, orthogonal_height: float = 0.0, scale: float = 1.0, factor_z: float = 1.0) -> float:
"""Manually convert a Z coordinate to a map elevation
This function is for advanced users as it allows you to specify your own
orthogonal height offset.
orthogonal height offset and transformation parameters.
For most scenarios you should use ``auto_z2e`` instead.
:param z: The Z local engineering coordinate provided in project length units.
:type z: float
:param h: The orthogonal height offset in project length units.
:type h: float
:return: The elevation in project length units.
:rtype: float
:param orthogonal_height: The orthogonal height offset to apply.
:param scale: The unit scale such that local ordinate * scale = map
ordinate. E.g. if your project is in millimeters but your CRS is in
meters, your scale should be 0.001.
:param factor_x: The combined scale factor for the Z value to convert from
local coordinates to map coordinates. Your surveyor will typically know
this number and approximate it as a constant on a small site. This is
typically just 1.0, as average combined scale factors usually only
affect the XY axes.
:return: The elevation in map units.
"""
return z + h
return (scale * factor_z * z) + orthogonal_height
def enh2xyz(e, n, h, eastings, northings, orthogonal_height, x_axis_abscissa, x_axis_ordinate, scale=None):
"""Manually convert map eastings, northings, and height to local XYZ coordinates
def enh2xyz(
e: float,
n: float,
h: float,
eastings: float = 0.0,
northings: float = 0.0,
orthogonal_height: float = 0,
x_axis_abscissa: float = 1.0,
x_axis_ordinate: float = 0.0,
scale: float = 1.0,
factor_x: float = 1.0,
factor_y: float = 1.0,
factor_z: float = 1.0,
) -> tuple[float, float, float]:
"""Manually convert map eastings, northings, and height to local XYZ coordinates
This function is for advanced users as it allows you to specify your own
helmert transformation parameters (i.e. those typically stored in
@@ -351,42 +310,35 @@ def enh2xyz(e, n, h, eastings, northings, orthogonal_height, x_axis_abscissa, x_
you are applying your own temporary false origin (such as when federating
models for digital twins of large cities).
No unit conversion is performed.
For most scenarios you should use ``auto_enh2xyz`` instead.
:param e: The global easting map coordinate.
:type e: float
:param n: The global northing map coordinate.
:type n: float
:param h: The global height map coordinate.
:type h: float
:param eastings: The eastings offset to apply.
:type eastings: float
:param northings: The northings offset to apply.
:type northings: float
:param orthogonal_height: The orthogonal height offset to apply.
:type orthogonal_height: float
:param x_axis_abscissa: The X axis abscissa (i.e. first coordinate) of the
2D vector that points to the local X axis when in map coordinates.
:type x_axis_abscissa: float
:param x_axis_ordinate: The X axis ordinate (i.e. second coordinate) of the
2D vector that points to the local X axis when in map coordinates.
:type x_axis_ordinate: float
:param scale: The combined scale factor to convert from local coordinates
to map coordinates.
:type scale: float
:param scale: The unit scale such that local ordinate * scale = map
ordinate. E.g. if your project is in millimeters but your CRS is in
meters, your scale should be 0.001.
:param factor_x: The combined scale factor for the X value to convert from
local coordinates to map coordinates. Your surveyor will typically know
this number and approximate it as a constant on a small site. Typically
factor_x and factor_y will be identical, and factor_z will be 1.
:param factor_y: Same but for the Y value.
:param factor_z: Same but for the Z value.
:return: A tuple of three ordinates representing XYZ.
:rtype: tuple[float]
"""
if scale is None:
scale = 1.0
rotation = math.atan2(x_axis_ordinate, x_axis_abscissa)
a = scale * math.cos(rotation)
b = scale * math.sin(rotation)
x = ((b * n) - (b * northings) - (a * eastings) + (a * e)) / ((a * a) + (b * b))
y = ((a * n) - (a * northings) + (b * eastings) - (b * e)) / ((a * a) + (b * b))
z = h - orthogonal_height
theta = math.atan2(x_axis_ordinate, x_axis_abscissa)
sint = math.sin(theta)
cost = math.cos(theta)
x = (((e - eastings) * cost) + ((n - northings) * sint)) / (scale * factor_x)
y = (((eastings - e) * sint) + ((n - northings) * cost)) / (scale * factor_y)
z = ((h - orthogonal_height) / scale) / factor_z
return (x, y, z)
@@ -31,10 +31,7 @@ class TestEditGeoreferencing(test.bootstrap.IFC4):
ifcopenshell.api.georeference.edit_georeferencing(
self.file,
projected_crs={"Name": "EPSG:7856"},
map_conversion={
"Eastings": 123.45,
"Northings": 234.56,
},
map_conversion={"Eastings": 123.45, "Northings": 234.56},
)
crs = self.file.by_type("IfcProjectedCRS")[0]
assert crs.Name == "EPSG:7856"
@@ -47,9 +44,9 @@ class TestEditGeoreferencing(test.bootstrap.IFC4):
model = ifcopenshell.api.context.add_context(self.file, "Model")
plan = ifcopenshell.api.context.add_context(self.file, "Plan")
ifcopenshell.api.georeference.add_georeferencing(self.file)
ifcopenshell.api.georeference.edit_georeferencing(self.file, true_north=[0., 1.])
assert model.TrueNorth[0] == (0., 1., 0.)
assert plan.TrueNorth[0] == (0., 1.)
ifcopenshell.api.georeference.edit_georeferencing(self.file, true_north=[0.0, 1.0])
assert model.TrueNorth[0] == (0.0, 1.0, 0.0)
assert plan.TrueNorth[0] == (0.0, 1.0)
class TestEditGeoreferencingIFC2X3(test.bootstrap.IFC2X3):
@@ -59,10 +56,7 @@ class TestEditGeoreferencingIFC2X3(test.bootstrap.IFC2X3):
ifcopenshell.api.georeference.edit_georeferencing(
self.file,
projected_crs={"Name": "EPSG:7856"},
map_conversion={
"Eastings": 123.45,
"Northings": 234.56,
},
map_conversion={"Eastings": 123.45, "Northings": 234.56},
)
conversion = ifcopenshell.util.element.get_pset(project, "ePSet_MapConversion", verbose=True)
crs = ifcopenshell.util.element.get_pset(project, "ePSet_ProjectedCRS", verbose=True)
@@ -19,6 +19,9 @@
import pytest
import numpy as np
import test.bootstrap
import ifcopenshell.api.root
import ifcopenshell.api.context
import ifcopenshell.api.georeference
import ifcopenshell.util.geolocation as subject
@@ -29,18 +32,109 @@ class TestXYZ2ENH(test.bootstrap.IFC4):
assert subject.xyz2enh(0, 0, 0, 1, 2, 3, 0, 1) == (1, 2, 3)
assert np.allclose(subject.xyz2enh(1, 1, 0, 1, 2, 3, 1, 0), (2, 3, 3))
assert np.allclose(subject.xyz2enh(1, 1, 0, 1, 2, 3, 1, 0, 2), (3, 4, 3))
assert np.allclose(subject.xyz2enh(1, 1, 1, 1, 2, 3, 1, 0, 2, 2, 3, 4), (5, 8, 11))
assert np.allclose(subject.xyz2enh(1, 1, 0, 1, 2, 3, 0, 1), (0, 3, 3))
class TestXYZ2ENHIfc4X3(test.bootstrap.IFC4):
def test_converting_from_a_local_xyz_point_to_a_global_easting_northing_height(self):
assert subject.xyz2enh_ifc4x3(0, 0, 0, 0, 0, 0, 1, 0) == (0, 0, 0)
assert subject.xyz2enh_ifc4x3(0, 0, 0, 1, 2, 3, 1, 0) == (1, 2, 3)
assert subject.xyz2enh_ifc4x3(0, 0, 0, 1, 2, 3, 0, 1) == (1, 2, 3)
assert np.allclose(subject.xyz2enh_ifc4x3(1, 1, 0, 1, 2, 3, 1, 0), (2, 3, 3))
assert np.allclose(subject.xyz2enh_ifc4x3(1, 1, 0, 1, 2, 3, 1, 0, 2), (3, 4, 3))
assert np.allclose(subject.xyz2enh_ifc4x3(1, 1, 1, 1, 2, 3, 1, 0, 2, 2, 3, 4), (5, 8, 11))
assert np.allclose(subject.xyz2enh_ifc4x3(1, 1, 0, 1, 2, 3, 0, 1), (0, 3, 3))
class TestENH2XYZ(test.bootstrap.IFC4):
def test_converting_from_a_global_easting_northing_height_to_a_local_xyz_point(self):
assert subject.enh2xyz(0, 0, 0, 0, 0, 0, 1, 0) == (0, 0, 0)
assert subject.enh2xyz(1, 2, 3, 1, 2, 3, 1, 0) == (0, 0, 0)
assert subject.enh2xyz(1, 2, 3, 1, 2, 3, 0, 1) == (0, 0, 0)
assert np.allclose(subject.enh2xyz(2, 3, 3, 1, 2, 3, 1, 0), (1, 1, 0))
assert np.allclose(subject.enh2xyz(3, 4, 3, 1, 2, 3, 1, 0, 2), (1, 1, 0))
assert np.allclose(subject.enh2xyz(5, 8, 11, 1, 2, 3, 1, 0, 2, 2, 3, 4), (1, 1, 1))
assert np.allclose(subject.enh2xyz(0, 3, 3, 1, 2, 3, 0, 1), (1, 1, 0))
class TestZ2E(test.bootstrap.IFC4):
def test_converting_from_a_local_z_to_a_global_elevation(self):
assert subject.z2e(0) == 0
assert subject.z2e(0, 0, 1, 1) == 0
assert subject.z2e(0, 2) == 2
assert subject.z2e(1, 2) == 3
assert subject.z2e(1000, 2, 0.001) == 3
assert np.isclose(subject.z2e(1000, 2, 0.001, 0.9), 2.9)
class TestAutoXYZ2ENH(test.bootstrap.IFC4):
def test_no_georeferencing(self):
ifcopenshell.api.root.create_entity(self.file, ifc_class="IfcProject")
assert subject.auto_xyz2enh(self.file, 0, 0, 0) == (0, 0, 0)
assert subject.auto_xyz2enh(self.file, 1, 2, 3) == (1, 2, 3)
def test_map_conversion(self):
ifcopenshell.api.root.create_entity(self.file, ifc_class="IfcProject")
ifcopenshell.api.context.add_context(self.file, "Model")
ifcopenshell.api.georeference.add_georeferencing(self.file)
ifcopenshell.api.georeference.edit_georeferencing(
self.file,
projected_crs={"Name": "EPSG:7856"},
map_conversion={"Eastings": 1, "Northings": 2, "OrthogonalHeight": 3},
)
assert subject.auto_xyz2enh(self.file, 0, 0, 0) == (1, 2, 3)
assert subject.auto_xyz2enh(self.file, 1, 3, 5) == (2, 5, 8)
ifcopenshell.api.georeference.edit_georeferencing(self.file, map_conversion={"Scale": 0.001})
assert subject.auto_xyz2enh(self.file, 1000, 1000, 0) == (2, 3, 3)
assert subject.auto_xyz2enh(self.file, 1000, 1000, 0, should_return_in_map_units=False) == (2000, 3000, 3000)
ifcopenshell.api.georeference.edit_georeferencing(
self.file, map_conversion={"XAxisAbscissa": 0, "XAxisOrdinate": 1}
)
assert np.allclose(subject.auto_xyz2enh(self.file, 1000, 1000, 0), (0, 3, 3))
class TestAutoENH2XYZ(test.bootstrap.IFC4):
def test_no_georeferencing(self):
ifcopenshell.api.root.create_entity(self.file, ifc_class="IfcProject")
assert subject.auto_enh2xyz(self.file, 0, 0, 0) == (0, 0, 0)
assert subject.auto_enh2xyz(self.file, 1, 2, 3) == (1, 2, 3)
def test_map_conversion(self):
ifcopenshell.api.root.create_entity(self.file, ifc_class="IfcProject")
ifcopenshell.api.context.add_context(self.file, "Model")
ifcopenshell.api.georeference.add_georeferencing(self.file)
ifcopenshell.api.georeference.edit_georeferencing(
self.file,
projected_crs={"Name": "EPSG:7856"},
map_conversion={"Eastings": 1, "Northings": 2, "OrthogonalHeight": 3},
)
assert subject.auto_enh2xyz(self.file, 1, 2, 3) == (0, 0, 0)
assert subject.auto_enh2xyz(self.file, 2, 5, 8) == (1, 3, 5)
ifcopenshell.api.georeference.edit_georeferencing(self.file, map_conversion={"Scale": 0.001})
assert np.allclose(subject.auto_enh2xyz(self.file, 2, 3, 3), (1000, 1000, 0))
assert np.allclose(
subject.auto_enh2xyz(self.file, 2000, 3000, 3000, is_specified_in_map_units=False), (1000, 1000, 0)
)
ifcopenshell.api.georeference.edit_georeferencing(
self.file, map_conversion={"XAxisAbscissa": 0, "XAxisOrdinate": 1}
)
assert np.allclose(subject.auto_enh2xyz(self.file, 0, 3, 3), (1000, 1000, 0))
class TestAutoZ2E(test.bootstrap.IFC4):
def test_no_georeferencing(self):
ifcopenshell.api.root.create_entity(self.file, ifc_class="IfcProject")
assert subject.auto_z2e(self.file, 0) == 0
assert subject.auto_z2e(self.file, 1) == 1
def test_map_conversion(self):
ifcopenshell.api.root.create_entity(self.file, ifc_class="IfcProject")
ifcopenshell.api.context.add_context(self.file, "Model")
ifcopenshell.api.georeference.add_georeferencing(self.file)
ifcopenshell.api.georeference.edit_georeferencing(
self.file,
projected_crs={"Name": "EPSG:7856"},
map_conversion={"Eastings": 1, "Northings": 2, "OrthogonalHeight": 3},
)
assert subject.auto_z2e(self.file, 0) == 3
assert subject.auto_z2e(self.file, 5) == 8
ifcopenshell.api.georeference.edit_georeferencing(self.file, map_conversion={"Scale": 0.001})
assert np.isclose(subject.auto_z2e(self.file, 0), 3)
assert np.isclose(subject.auto_z2e(self.file, 0, should_return_in_map_units=False), 3000)
ifcopenshell.api.georeference.edit_georeferencing(
self.file, map_conversion={"XAxisAbscissa": 0, "XAxisOrdinate": 1}
)
assert np.isclose(subject.auto_z2e(self.file, 0), 3)
class TestLocal2Global(test.bootstrap.IFC4):