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Sand roughness

Figure 1.15 Penetrable roughness or the canopy (C) as a generalization of the normal roughness concept (A) sand roughness (B) regular technical roughnesses. Figure 1.15 Penetrable roughness or the canopy (C) as a generalization of the normal roughness concept (A) sand roughness (B) regular technical roughnesses.
Fig. 6.3. Drawings of 2.5 mm thick HDPE geomembranes with impinged and laminated snrface texture (different scales). Top left texture particles sprayed with a hot air spray gun. Bottom right HDPE foam laminated onto the smooth geomembrane. Such textures are often called rough or sand-rough ... Fig. 6.3. Drawings of 2.5 mm thick HDPE geomembranes with impinged and laminated snrface texture (different scales). Top left texture particles sprayed with a hot air spray gun. Bottom right HDPE foam laminated onto the smooth geomembrane. Such textures are often called rough or sand-rough ...
An equivalent sand roughness is then defined as the ratio of particle size to pipe diameter dJD. At the interface between the bottom and top layer, a friction factor is derived by modifying the Colebrook equation (Equation 2-17) ... [Pg.213]

Khan and Richardson (1996) pointed out that the concept of an equivalent sand roughness is very speculative as the transition between one layer and the other. By subsequent iterations, the friction factor and velocity for each of the two layers are obtained from the shear stress as the product of the friction factor and the dynamic pressure ... [Pg.214]

The term dply is sometimes called relative sand roughness. ... [Pg.299]

This definition of the linear roughness is difficult to calculate. In a fast flow, the roughness of the pipe or channel wall may be used. Attempts have been made to define a (Nikuradse) sand roughness for closed conduits, such as the ratio of the particle diameter to the inner diameter of the conduit dJD but very little has been published for open channels. The problem is far from simple, and the roughness is often taken as twice the grain diameter. The presence of dunes at low Froude number tends to complicate the picture by introducing another parameter for roughness. [Pg.306]

Finishing and Fabrication. Since laminates are normally pressure cured in flat-bed presses and pHes overextend the plates, laminates have rough or uneven edges when removed from the press. These edges are sawed off and the back of the laminate is often sanded to improve the strength of subsequent bonding to various substrates. [Pg.534]

Employing wood chips, Cowan s drying studies indicated that the volumetric heat-transfer coefficient obtainable in a spouted bed is at least twice that in a direct-heat rotaiy diyer. By using 20- to 30-mesh Ottawa sand, fluidized and spouted beds were compared. The volumetric coefficients in the fluid bed were 4 times those obtained in a spouted bed. Mathur dried wheat continuously in a 12-in-diameter spouted bed, followed by a 9-in-diameter spouted-bed cooler. A diy-ing rate of roughly 100 Ib/h of water was obtained by using 450 K inlet air. Six hundred pounds per hour of wheat was reduced from 16 to 26 percent to 4 percent moisture. Evaporation occurred also in the cooler by using sensible heat present in the wheat. The maximum diy-ing-bed temperature was 118°F, and the overall thermal efficiency of the system was roughly 65 percent. Some aspec ts of the spouted-bed technique are covered by patent (U.S. Patent 2,786,280). [Pg.1224]

Used for rough separations such as removing trash, clay from sand. Also to remove or break down agglomerates. [Pg.1777]

One of the biggest challenges in this industry is the wide variety of substrates that can be encountered for any given application. Not only can the materials be substantially different in their chemical make up, but they may also be quite different in surface roughness, surface curvature and thermal expansion behavior. To help adhesion to these substrates, preparation of the surface to be bonded may be critical. This preparation may be as simple as a cleaning step, but may also include chemical priming and sanding of the surface. [Pg.515]

In practice the friction factors are calculated either by integration of Eq. (4.51) or by reference to a Moody chart. This is based on Eq. (4.51) by using equivalent roughness values representing the sand particle roughness (see Table 4.3). [Pg.55]

Dual or triple media filters are used to provide a coarse to fine filtration facility. Where an anthracite-sand media bed is employed, the anthracite, which is half the density of sand, acts as a roughing filter prior to the finer sand bed. The larger and irregular voids within the anthracite bed are particularly suitable for the removal of floes, and filtration occurs deep within the bed. Where fine crystalline precipitates of calcium carbonate or calcium phosphate occur, smaller grain sizes may be employed without risk of high head loss or low filter rates. [Pg.322]


See other pages where Sand roughness is mentioned: [Pg.206]    [Pg.1]    [Pg.23]    [Pg.3]    [Pg.28]    [Pg.627]    [Pg.673]    [Pg.924]    [Pg.2269]    [Pg.309]    [Pg.282]    [Pg.206]    [Pg.1]    [Pg.23]    [Pg.3]    [Pg.28]    [Pg.627]    [Pg.673]    [Pg.924]    [Pg.2269]    [Pg.309]    [Pg.282]    [Pg.573]    [Pg.391]    [Pg.91]    [Pg.135]    [Pg.291]    [Pg.405]    [Pg.6]    [Pg.36]    [Pg.236]    [Pg.357]    [Pg.56]    [Pg.1720]    [Pg.64]    [Pg.126]    [Pg.951]    [Pg.35]    [Pg.84]    [Pg.55]    [Pg.286]    [Pg.149]    [Pg.399]    [Pg.747]    [Pg.390]    [Pg.616]    [Pg.622]    [Pg.321]    [Pg.102]   
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