Permeability Test Method? - Old Gravel Pit
Permeability Test Method? - Old Gravel Pit
(OP)
I'd like to determine the permeability, and eventually a curve number for the surface of an abandoned gravel pit. As is typical of such pits, the surface has a tight, dense crust, where fines have been deposited into the coarser gravel base material. This crust is only a few inches thick, with a water table several feet beneath the existing grade.
Most permeability test methods assume a relatively thick layer to be tested or that the layer to be tested is NOT at the surface. Any suggestions on the best test methods would be appreciated.
Most permeability test methods assume a relatively thick layer to be tested or that the layer to be tested is NOT at the surface. Any suggestions on the best test methods would be appreciated.





RE: Permeability Test Method? - Old Gravel Pit
For infiltration abilities of standing water into this soil, permeability will have to be run on the undisturbed layer/strata at whatever depth infiltration will be designed on...a 2' deep bed will have different transmissivity than a 4' bed. This will require a perc test at that depth.
To deduce a Curve Number or other runoff coefficient, you don't need to find permeability. For runoff and abstraction concerns, you just need to know the absorptive and flow resistance of the surface layer. I suppose you could do it empirically, but I would just use the SCS Curve Number for the HSG of the soil type...they range from 76 in HSG A to 91 in HSG D. Flow resistance is reflected in the Mannings "n" of 0.011 in SCS, for Tc.
RE: Permeability Test Method? - Old Gravel Pit
Thanks for the response.
RE: Permeability Test Method? - Old Gravel Pit
While there is typically a relationship between the soil grain size - soil moisture storage capability - soil infiltration rate, the actual CNs are intended/computed to reflect the soil storage capacity of the soil/land cover combination and is related by the standard SCS equation:
S = 1000 / CN - 10 where S is storage in inches.
For a gravel pit, you probably don't have much vegetation, so your storage is primarily shallow surface depressions and storage in the soil voids. If the voids are "crusted over" so as to be non-effective, then estimate the average storage over the site before runoff occurs and add some nominal amount for water within the voids of the crust layer.
Example: Assume 1/2 inch average ponding storage and 0.2 inches within the soil crust layer, so net storage is 0.7 inches, corresponding CN is 93.
NOTE: once you remove the crust, I would recommend using the established curve numbers for the mapped soil, likely hydrologic group A or B.
Depending on the application a simple rational method may be simpler and within the range of the assumptions, e.g.:
Runoff volume = site area * 90% * (Precipitation - 0.2 inches)
Hope this helps!
RE: Permeability Test Method? - Old Gravel Pit