mobarez
Mechanical
- Mar 22, 2009
- 10
To evaluate the cutting volume of existing ground to reach a flat surface with specified elevation We have point database includes 30 points X,Y, and Z gathered from existing ground.
Using Autodesk Land Desktop 2009, I have defined surface1 (associated to existing ground) with those 30 points, and surface2 (associated to existing ground) with just 4 points with the specified elevation. but I can not get the reasonable result. Is it because of the difference between number of points used to define surfaces or is there a better way to define surface2(final ground with specified elevation), I have tried both grid volumes and composite volume methods.
Using Autodesk Land Desktop 2009, I have defined surface1 (associated to existing ground) with those 30 points, and surface2 (associated to existing ground) with just 4 points with the specified elevation. but I can not get the reasonable result. Is it because of the difference between number of points used to define surfaces or is there a better way to define surface2(final ground with specified elevation), I have tried both grid volumes and composite volume methods.