Table 5.
Hydraulic properties of six CMA/12 probes with 3-mm 100-kDa MWCO polyethersulfone membranes obtained by varying the collection vial apparent elevation (Δhapp) at a fixed perfusate flow rate of Qin = 1 μL/min. Values for the probe downstream internal resistance, ℜint, were obtained from Eq. (78) and the estimates for the effluent resistance, ℜeff, together with the resistance in the outflow tubing at 23.5°C, ℜout = 15.4cmH2O · min/mL, calculated from Eq. (79).
Probe | Δhapp | ℜint | Hm | κm ×10+13 | ||
---|---|---|---|---|---|---|
cm | cm2 | |||||
3 • 1 | −18, −9.5, −1, +7.5, +16 | 4.4 | 0.44 | 2.4 | ||
3 • 2 | −26, −18, −9.5, −1, +7.5, +16, +24 | 3.9 | 0.33 | 1.8 | ||
3 • 3 | −26, −18, −9.5, −1, +7.5, +16, +24 | 7.6 | 0.24 | 1.3 | ||
3 • 4 | −26, −18, −9.5, −1, +7.5, +16 | 56.7 | 0.43 | 2.3 | ||
3 • 5 | −26, −18, −9.5, −1, +7.5, +16, +24 | 15.5 | 0.35 | 1.8 | ||
3 • 6 | −−26, −18, −9.5, −1, +7.5, +16, +24 | 4.9 | 0.34 | 1.8 | ||
Mean±SD | 15.5±20.6 | 0.35±0.07 | 1.9±0.4 |