问题
Is there a way to know in SQL Server 2008R2 if a point is at the south,east,etc...of another point?
For example, I have an origin point(lat1,lng1)
and I want to know where point(lat2,lng2)
is located from that origin: north, west,etc...
I'm trying to construct a wind rose graph and this might be useful to me.
回答1:
In order to calculate the bearing between two coordinates while using the Geography type in SQL Server 2008 R2, you can use this function:
CREATE FUNCTION [dbo].[CalculateBearing]
(
@pointA as geography
,@pointB as geography
)
RETURNS decimal(18,12)
AS
BEGIN
-- Declare the return variable
DECLARE @bearing decimal(18,12)
-- Declare the local variables
DECLARE @x decimal(18,12)
DECLARE @y decimal(18,12)
DECLARE @dLat decimal(18,12)
DECLARE @dLong decimal(18,12)
DECLARE @rLat1 decimal(18,12)
DECLARE @rLat2 decimal(18,12)
IF(@pointA.STIsEmpty() = 1 OR @pointB.STIsEmpty() = 1)
set @bearing = null
ELSE
BEGIN
-- Calculate delta between coordinates
SET @dLat = RADIANS(@pointB.Lat - @pointA.Lat)
SET @dLong = RADIANS(@pointB.Long - @pointA.Long)
-- Calculate latitude as radians
SET @rLat1 = RADIANS(@pointA.Lat)
SET @rLat2 = RADIANS(@pointB.Lat)
SET @y = SIN(@dLong)*COS(@rLat2)
SET @x = COS(@rLat1)*SIN(@rLat2)-SIN(@rLat1)*COS(@rlat2)*COS(@dLong)
IF (@x = 0 and @y = 0)
SET @bearing = null
ELSE
BEGIN
SET @bearing = CAST((DEGREES(ATN2(@y,@x)) + 360) as decimal(18,12)) % 360
END
END
-- Return the result of the function
RETURN @bearing
END
GO
And after this, you can use this function like this:
DECLARE @pointA as geography
DECLARE @pointB as geography
SET @pointA = geography::STGeomFromText('POINT(3 45)', 4326)
SET @pointB = geography::STGeomFromText('POINT(4 47)', 4326)
SELECT [dbo].[CalculateBearing](@pointA, @pointB)
UPDATE: Adding a schema

回答2:
I came up with a way of calculating the bearing using a fairly straightforward use of standard SQL functions. The ATAN function does most of the real work; the two CASE statements are just special case corrections. 1 is the source and 2 is the destination.
atan(([Longitude2]-[Longitude1])/(10e-10+[Latitude2]-[Latitude1]))*360/pi()/2
+case when [Latitude2]<[Latitude1] then 180 else 0 end
+case when [Longitude2]<[Longitude1] and [Latitude2]>[Latitude1] then 360 else 0 end
回答3:
This morning I had need for this functionality to provide the range and cardinal direction to users when searching for nearby orders in our system. I came to Nicolas's answer here and it got me most of the way there. I created a second function that uses Nicolas's to get myself an abbreviated cardinal direction (N, NE, E, etc) for my UI.
Using Nicolas's bearing calculation provided here combined with values from https://en.wikipedia.org/wiki/Points_of_the_compass to determine ranges for each cardinal direction,
CREATE FUNCTION [dbo].[CalculateCardinalDirection]
(
@pointA as geography
,@pointB as geography
)
RETURNS varchar(2)
AS
BEGIN
DECLARE @bearing decimal(18,12)
-- Bearing calculation provided by http://stackoverflow.com/a/14781032/4142441
SELECT @bearing = dbo.CalculateBearing(@pointA, @pointB)
RETURN CASE WHEN @bearing BETWEEN 0 AND 22.5 THEN 'N'
WHEN @bearing BETWEEN 22.5 AND 67.5 THEN 'NE'
WHEN @bearing BETWEEN 67.5 AND 112.5 THEN 'E'
WHEN @bearing BETWEEN 112.5 AND 157.5 THEN 'SE'
WHEN @bearing BETWEEN 157.5 AND 202.5 THEN 'S'
WHEN @bearing BETWEEN 202.5 AND 247.5 THEN 'SW'
WHEN @bearing BETWEEN 247.5 AND 292.5 THEN 'W'
WHEN @bearing BETWEEN 292.5 AND 337.5 THEN 'NW'
ELSE 'N' -- Catches NULL bearings and the 337.5 to 360.0 range
END
END
GO
回答4:
If the points data type are "Geometry" (Like UTM Coordinate System), you may use the following formula:
DEGREES(ATAN((X2-X1)/(Y2-Y1)))
+case when Y2<Y1 then 180 else 0 end
+case when Y2>Y1 and X2<X1 then 360 else 0 end
Here is the schema for more clarification:
回答5:
X=X2-X1
and Y=Y2-Y1.
A formula that gives the bearing clockwise from 0 (positive Y axis) to 360 degrees.
f(X,Y)=180-90*(1+SIGN(Y))*(1-SIGN(X^2))-45*(2+SIGN(Y))*SIGN(X)-180/PI()*SIGN(Y*X)*ATAN((ABS(Y)-ABS(X))/(ABS(Y)+ABS(X)))
来源:https://stackoverflow.com/questions/14736464/determining-cardinal-compass-direction-between-points