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Ground surfaces

Figure 8 Sensitivity of the new photothermal camera to small depth defects. lmage of an EDM notch of 1mm long, 100 pm width and 200 pm depth on ANSI 304 stainless steel with a bad surface condition (ground surface, "Vi 2 -6 ). Figure 8 Sensitivity of the new photothermal camera to small depth defects. lmage of an EDM notch of 1mm long, 100 pm width and 200 pm depth on ANSI 304 stainless steel with a bad surface condition (ground surface, "Vi 2 -6 ).
Stoppers. Those fitted with 514,519, and 524 cones are useful sizes. Stoppers with flat heads are to be preferred, since they may be stood on end when not in pse, thus avoiding contamination of the ground surface. An additional refinement is the provision of a finger grip as in Fig. II, 56,1. [Pg.212]

The term aquifer is used to denote an extensive region of saturated material. There are many types of aquifers. The primary distinction between types involves the boundaries that define the aquifer. An unconfined aquifer, also known as a phraetic or water table aquifer, is assumed to have an upper boundary of saturated soil at a pressure of zero gauge, or atmospheric pressure. A confined aquifer has a low permeabiUty upper boundary that maintains the interstitial water within the aquifer at pressures greater than atmospheric. For both types of aquifers, the lower boundary is frequendy a low permeabihty soil or rock formation. Further distinctions exist. An artesian aquifer is a confined aquifer for which the interstitial water pressure is sufficient to allow the aquifer water entering the monitoring well to rise above the local ground surface. Figure 1 identifies the primary types of aquifers. [Pg.401]

Fig. 1. Aquifers and monitoring wells where denotes the well screen and Hthe water-filled space in the monitoring well. (—) denotes the water table level, (—), the potentiometric surface, and ( ) the ground surface. Terms are discussed in text. Fig. 1. Aquifers and monitoring wells where denotes the well screen and Hthe water-filled space in the monitoring well. (—) denotes the water table level, (—), the potentiometric surface, and ( ) the ground surface. Terms are discussed in text.
Surface finish requirements for the Vickers test vary with the test load. Heavy load tests can be made on a 120 grit ground surface. At low loads increasingly finer surface preparation is required, approaching that for metaHographic specimens, to permit accurate diamond indentation measurements. [Pg.466]

Recent developments in rotary atomization include the use of semiconductive composites (qv) for the rotary cup permitting the constmction of a unit that does not produce an ignition spark when brought close to a grounded workpiece yet has the transfer efficiencies associated with a rotary atomizer. In addition, the use of the semiconductive material softens the electrostatic field and results in less edge buildup and better penetration into recess areas. Other systems use electronic means to effectively prevent arcing to grounded surfaces. [Pg.331]

Draining of beels and wash waters to ground surface... [Pg.175]

Staging directly on ground surface, without an impervious containment system... [Pg.175]

Hydro projects, dams, bridges, naval equipment and any installations that aie prone to continuous shocks and vibrations also require their primary and secondary systems to have a better design and operational ability to withstand seismic effects or other ground/surface vibrations. No specific tests are presently prescribed for such applications. But response spectra can be established even for such locations and the primary and secondary systems analysed mathematically or laboratory tested. [Pg.445]

There are many formulae to determine the above, all leading to almost the same results. The most adopted, assuming a layer of crushed rock (gravel) over the ground surface, is expressed by... [Pg.708]

The ground resistance is a function of the area occupied by the grounding station and the stratification of the soil. The stratification of the soil is usually of a non-uniform nature and may vary the resistivity of soil vertically as well as horizontally, thus varying the resistance of soil. The minimum value of ground resistance (resistance of the grounding station) at a certain depth h from the ground surface may be expressed by... [Pg.709]

The usual practice in old wells of only partially cementing the outer pipe can lead to cell formation (steel in the cement-steel in the soil) in the transition regions to the uncoated sections (see Sections 4.2 and 4.3). In contrast to the well-known cathode steel-soil in the vicinity of the ground surface, the cathodic activity of the... [Pg.415]

One of the major effects of acidic deposition is felt by aquatic ecosystems in mountainous terrain, where considerable precipitation occurs due to orographic lifting. The maximum effect is felt where there is little buffering of the acid by soil or rock structures and where steep lakeshore slopes allow little time for precipitation to remain on the ground surface before entering the lake. Maximum fish kills occur in the early spring due to the "acid shock" of the first meltwater, which releases the pollution accumulated in the winter snowpack. This first melt may be 5-10 times more acidic than rainfall. [Pg.152]

Resistances to ground were measured for a small van with four tread 4 polyester, 2 nylon ply tires (sidewall 6 polyester plies) showing the effect of ground surface [107]. The resistance at a source potential of 50 V was mea-... [Pg.216]


See other pages where Ground surfaces is mentioned: [Pg.432]    [Pg.260]    [Pg.2304]    [Pg.138]    [Pg.210]    [Pg.211]    [Pg.225]    [Pg.226]    [Pg.226]    [Pg.226]    [Pg.417]    [Pg.401]    [Pg.403]    [Pg.403]    [Pg.502]    [Pg.410]    [Pg.165]    [Pg.518]    [Pg.172]    [Pg.172]    [Pg.2226]    [Pg.2254]    [Pg.2340]    [Pg.704]    [Pg.704]    [Pg.709]    [Pg.55]    [Pg.310]    [Pg.53]    [Pg.55]    [Pg.59]    [Pg.140]    [Pg.180]    [Pg.214]    [Pg.217]   
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