Line branches

Neben-hoden, m. Anat.) epididymis, -kem, m. Biol.) paranucleus, -kette,/. side chain, subordinate chain, -klasse, f. subsidiary class, -kosten, f.pl. extra costs, extras, -leiter, m. Elec.) branch conductor, -leitung, /. bypass branch line, -linie, /. secondary line branch line, -luft, /. admixed air secondary air, supplementary air. -niere, /. suprarenal capsule. 

Figure 6. The pore size distributions of enlarged MCM-41 materials [2-3] calculated from adsorption (dotted lines) and desorption (solid lines) branches of nitrogen isotherms by the NLDFT method.

Figure 3.3 shows some elements of piping. The essential elements are pipe diameter, couplings, sight tubes, line branches (tees, wyes), and elbows. Some systems such as conveying systems for carbon black may contain aerators to prevent line plugging. Lines are usually 1.5 to 8" in diameter and are made out of aluminum, steel, or stainless steel. The designer should keep the number of branches, valves, and elbows to a minimum. Each causes obstruction to flow and potential problems in operation. 

Figure 8 Stokes and anti-Stokes lines in the asymptotic region for the Weber function Stokes line, anti-Stokes line,--- branch cut.

In a fourth case (18), ammonia recovery storage tanks were damaged by overpressure due to gas entering their liquid rundown line (Fig. 12.11). The gas backflowed through the upper leg of an absorber pumparound circuit following pump failure at startup. The rundown line branched off the pumparound circuit at an elevated position the accident could possibly have been prevented had this line branched near grade (Fig. 12.11). The absorber piping and control system were modified to prevent recurrence (18). 

Gas overpressure lifted three storage tanks off their plinths. One split at the base, releasing ammonia liquor. The tanks received liquid feed item the bottom of a hi -pressure absorber. The rundown line branched off a pumparound circuit at an elevated position. The pump failed diubig a startup, and gas item the coliunn backflowed through the upper leg of the pumparound into the tank s rundown line. 

Figure 2 Left PE spectra of TiCU recorded with photon energies at (a) 24 and (b) 40 eV right comparison of experimental (dashed line) and theoretical (solid line) branching ratios for the PE bands (C + D) and E with two possible assignments (see text) (reproduced by permission of the American Chemical Society from...

The Kirchhoff laws are valid for current line branching. 

Classically, these rotational line branches are named S-branch for Ay = +2 and O-branch for Ay = — 2. The O-branch is the anti-Stokes part of the spectrum. Note that A/Raman = 0 (which would also be allowed) is not observed, since it coincides exactly with the orders-of-magnitude stronger elastic scattering signal of the Rayleigh line. 

Figure 4.12 Density and 1-hexene content of ethylene/1-hexene copolymers with a heterogeneous branching distribution (—) and homogeneous (solid line) branching distribution [41].

Figure 3.2 Schematic phase diagram of a simple fluid in terms of the chemicai potentiai ii and temperature T. The gas (a] and the liquid [p) phases coexist at /x = /xo[r] up to the critical point 7c. Tw denotes the wetting transition temperature. Path a corresponds either to first-order or criticai wetting, whereas path b corresponds to complete wetting. In the case of a first-order wetting transition, at 7w the so-called prewetting iine ii = fipw[T] [dashed line] branches out tangentially from the bulk coexistence curve and ends at the prewetting critical point [Tp c, ripwc = /XpwCT pwc]] denoted by the full dot. Tt is the triple-point temperature at which the iiquid freezes.

Examination of the steel pipe in Figure 7.1 shows that the pipe has a constant stiffness until reaching the yield point. The pipe can handle load beyond yield, but load cannot be increased without the risk of failure. If an FRP is applied while under load, then the steel is already under elastic strain and the FRP reinforcement is carrying no load until the system pressure exceeds the pressure at which the repair was applied. The combined modulus of steel and FRP governs the system stiffness until the yield strain of steel is attained, at which point the modulus of the FRP governs the system stiffness until the ultimate strain of the FRP is attained. This is illustrated in Figure 7.1 where the Steel with FRP Applied While Loaded line branches off from the Steel... 

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