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in ltration-excess overland ow Surface runoff which arises when a soil is suf ciently wetted that in ltration is occurring at the maximum possible rate for that soil, so that any further rainfall landing on the soil surface will be unable to enter the subsurface and will thus become overland ow Also known as Hortonian Overland Flow integrated nite difference methods An infrequently used mathematical technique for obtaining numerical solutions (qv) to the partial differential equations (qv) which describe groundwater processes intermediate enthalpy resources Groundwaters with temperatures between 100 and 150 C which are useful for a range of direct and indirect geothermal applications intermittent Adjective describing any hydrological feature (eg a river or a spring) which ows for only speci c seasons of the year intrinsic permeability A synonym for permeability (qv.

(4:14)

) sometimes used by hydrogeologists to emphasize the distinction between hydraulic conductivity (qv), which is a function of both rock properties and water viscosity/density, and permeability (qv), which is a function of the intrinsic properties of the rock alone intrinsic vulnerability Vulnerability (qv) quanti ed solely in terms of generic hydrogeological properties of a groundwater system, without reference to speci c contaminants inverse modeling Using a mathematical model to reconstruct the chain of events which led to a known outcome ion chromatography Analytical technique that separates the various ions according to their relative af nity for a static adsorbent material lining the walls of a long tube ion exchange Coupled process of adsorption (qv) of one type of ion with desorption (qv) of another, so that the sorbing ion is exchanged for the desorbed ion on the mineral surface.

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This workbook is available on the companion CD-ROM. Notice that it contains a reference to the VBA Extensibility Library.

Quadratic Formula. This formula may be used on the conventional quadratic equation in the generic form of Ax 2 + Bx + C

ionization The process of electron addition/loss which results in atoms becoming charged (ie becoming ions (qv)) ions Charged chemical constituents (qv) dissolved in water..

CONFIGURATION OF THE TESTBED The con guration diagram of the testbed is shown in Figure C-2 (described in detail in 5). The Hammer tester is used for generating and analyzing

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This bioreactor system represents a well-characterized platform in which O2 gradients can be regulated by altering inlet concentration and ow rate. As expected at higher ow rates ( 1.0 ml/min), given an inlet concentration of 76 mmHg, O2 tension does not fall to perivenous levels in the length of the ow chamber. Increasing inlet O2 can also prevent the decrease to the perivenous range. Notably, previous strategies for bioarti cial liver devices have utilized preoxygenation of inlet streams to supraphysiologic levels in order to prevent inadequate O2 delivery in parts of the bioreactor [Custer and Mullon, 1998]. However, as we have illustrated, O2 can modulate hepatocyte function and therefore constitutes an important design criterion for an effective bioreactor system. Another important design issue for bioreactors is the shear stress experienced by the cultured cells [Ledezma et al., 1999]. In the system described above, a ow rate of 0.5 ml/min corresponds to 1.25 dyn/cm2 , which is well below the shear stress of 5 dyn/cm2 that was previously demonstrated to decrease rat hepatocyte function [Tilles et al., 2001]. Consequently, in our system, a ow rate of 0.5 ml/min and inlet of 76 mmHg represent the ideal parameters for preventing cellular damage due to shear stress or hypoxia, and concurrently generating adequate O2 concentration gradients for the establishment of hepatocyte zonation.

This algorithm was proposed as part of the wireless fair service (WFS) [11] proposal In a conventional fair queueing scheme described in Section 822, we can think of the scheduler as a leaky bucket, and assign tags to packets By assigning start tags to packets, we admit them into the bucket, which is done according to the rate weight ri of the flow The order in which packets are drained out of the bucket is the same order as which they are admitted into the bucket Thus, the delay of a packet is inversely proportional to the rate weight ri of the flow to which it belongs In the variation of fluid fair queueing described here, the order in which the packets are served can be modified from the order in which they were admitted by using the delay weight i of the flows.

Figure 8.14 Bipolar single-ended cascode common-emitter receiver with emitter degeneration inductor element, RC-feedback, d.c. blocking capacitor, and d.c. bias inductor

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