HDGolden
Civil/Environmental
- Nov 8, 2007
- 5
I'm purchasing equipment to do some permeability testing on sand, but in the future we might need to do some testing on fine grained soils. I'm planning on purchasing a constant/falling head permeater so I can use it for either. Can someone explain why a falling head test is recommended for fine-grained soils and a constant head is recommended for coarse-grained soils?