Here, k is the parameter representing the
filtration coefficient. The choice of the product for the terms uC is based on the rationale that the particle deposition rate is proportional to the amount of particles that are transferred in a certain discrete portion (of the laminate) within a certain time.
the recommended
filtration coefficient in the plane of the canvas is not less than 30 m / day with a vertical load p = 0.
In (18), [alpha] is the
filtration coefficient used by filter of process output signal.
0.34 0.36 0.37 Soil specific weight 18.0 13 19.0 [[gamma].sub.unsat], kN/[m.sub.3] Specific weight of water-saturated 20.7 14.6 21.8 soil [[gamma].sub.sat], kN/[m.sub.3]
Filtration coefficient in the 0.5 0.006 0.004 horizontal direction [k.sub.x], units.
Remodeling of the membrane wall in responses to tears is incorporated in the
filtration coefficient and retain the normal balance in the micro- vascular mechanism in supplying tissues or the surrounding fluids with nutrients and clearing waste products.
P -0.58 -0.34 -0.14 -0.05 Solid volume Vsf, 0-20 0.26 0.33 0.57 0.35
Filtration coefficient 0.37 0.51 0.71 0.58 0-20.
Several forms of
filtration coefficient as function of retained particle concentration for different capture mechanisms and the resultant analytical solutions have been reported in the literature [21, 31].
Latvian investigations of sand used for laying a frost blanket course concluded that the quality of local sand did not meet the requirements: a low
filtration coefficient was determined, as well as a large amount of fines and pollution (Akimovs 2009).
the recommended
filtration coefficient in the plane of the web is not less than 30 m / day with a vertical load p = 0.
4) Implementation of the sealing layer (clay, loam srednioplastyczne
filtration coefficient k 10-4 m / s 0.5 m thick) with perforated drainage pipes with a diameter of 90-100 mm with a length of 368 mi of water discharge to soakaway and a pond 4 270 mA with perforated drainage pipes with a diameter of 90-100 mm with a length of 368 mi discharge water into the absorbent well and pond.
6) Implementation of the drainage layer (layer with a thickness of 0.25 m with a mixture of sand and gravel
filtration coefficient of not less than k = 1.0 x 10-3 m / s - a common layer of pos.
Minimum strength parameters and filters made shutters are as follows: -
Filtration coefficient k
