module Data.Geo.Jord.FramesSpec ( spec ) where import Data.Geo.Jord import Test.Hspec spec :: Spec spec = do describe "Ellipsoidal earth model" $ do describe "target" $ do it "return the given point if NED norm = 0" $ do let p0 = readLatLong "531914N0014347W" let d = ned zero zero zero targetN p0 d wgs84 `shouldBe` p0 it "computes the target point from p0 and NED" $ do let p0 = decimalLatLong 49.66618 3.45063 let d = nedMetres (-86126) (-78900) 1069 targetN p0 d wgs84 `shouldBe` decimalLatLong 48.8866688 2.374721388 it "computes the target point from p0 and vector in Frame B" $ do let p0 = decimalLatLongHeight 49.66618 3.45063 zero let y = decimalDegrees 10 -- yaw let r = decimalDegrees 20 -- roll let p = decimalDegrees 30 -- pitch let d = deltaMetres 3000 2000 100 target p0 (frameB y r p) d wgs84 `shouldBe` decimalLatLongHeight 49.6918016 3.4812669 (metres 6.0077) describe "nedBetween" $ do it "computes NED between LatLong positions" $ do let p1 = decimalLatLong 49.66618 3.45063 let p2 = decimalLatLong 48.88667 2.37472 let d = nedBetween p1 p2 wgs84 d `shouldBe` nedMetres (-86125.8805) (-78900.0878) 1069.1984 it "computes NED between angular positions" $ do let p1 = decimalLatLongHeight 49.66618 3.45063 zero let p2 = decimalLatLongHeight 48.88667 2.37472 zero let d = nedBetween p1 p2 wgs84 d `shouldBe` nedMetres (-86125.8805) (-78900.0878) 1069.1984 describe "deltaBetween" $ it "computes delta between angular positions in frame L" $ do let p1 = decimalLatLongHeight 1 2 (metres (-3)) let p2 = decimalLatLongHeight 4 5 (metres (-6)) let w = decimalDegrees 5 -- wander azimuth let d = deltaBetween p1 p2 (frameL w) wgs84 d `shouldBe` deltaMetres 359490.5782 302818.5226 17404.2713 describe "deltaBetween and target consistency" $ it "computes targetN p1 (nedBetween p1 p2) = p2" $ do let p1 = decimalLatLongHeight 49.66618 3.45063 zero let p2 = decimalLatLongHeight 48.88667 2.37472 zero targetN p1 (nedBetween p1 p2 wgs84) wgs84 `shouldBe` p2 describe "rotation matrix to go from/to earth-fixed frame to/from frame" $ do it "computes the rotation matrix to go from Frame N to earth-fixed frame" $ do let p = decimalLatLong 49.66618 3.45063 let f = frameN p wgs84 rEF f `shouldBe` [ Vector3d (-0.7609044147650337) (-6.0188455103478165e-2) (-0.6460664218664659) , Vector3d (-4.588084172652564e-2) 0.9981870315087531 (-3.8956366491356864e-2) , Vector3d 0.6472398473159291 0.0 (-0.7622864160185809) ] it "computes the rotation matrix to go from Frame B to earth-fixed frame" $ do let p = decimalLatLong 49.66618 3.45063 let f = frameB (decimalDegrees 10) (decimalDegrees 20) (decimalDegrees 30) p wgs84 rEF f `shouldBe` [ Vector3d (-0.4930071357985816) (-0.3703899170611777) (-0.787245370511058) , Vector3d 0.13374504886728417 0.8618333991629544 (-0.4892396692733688) , Vector3d 0.8596837941680457 (-0.3464888186170537) (-0.37535219809958753) ] describe "North, East, Down delta" $ do describe "slantRange" $ it "computes the slant range of a NED vector" $ slantRange (nedMetres (-86126) (-78900) 1069) `shouldBe` metres 116807.708 describe "bearing" $ it "computes the bearing of a NED vector" $ bearing (nedMetres (-86126) (-78900) 1069) `shouldBe` decimalDegrees 222.4927888 describe "elevation" $ it "computes the elevation of a NED vector from horizontal" $ elevation (nedMetres (-86126) (-78900) 1069) `shouldBe` decimalDegrees (-0.5243663)