Sentence examples for depth of pipe from inspiring English sources

Based on a series of parametric studies, the influences of the fault displacement, fault dip angle, pipe wall thickness, buried depth of pipe and soil conditions on the buckling failure modes were discussed in detail.

In this paper, model tests are performed using full-scale pipes coated with polyethylene (PE) to study the effects of the set-up period, the pipe diameter, the buried depth of the pipe, the shear strength of soft clays and the loading rate on the axial friction response of pipelines in soft clays.

The amount of heat exchanged between the air and the surrounding soil depends upon various parameters, e. g., surface area of the pipes, length of the pipes, water contents of the inlet air and dampness of the earth, temperature of the earth, air velocity, material and surface conditions of the pipes, depth of the pipes from the ground surface, soil type etc. (Kumar et al. 2006).

The results revealed that the anti-icing performance of the HHP system improves when the pipes are placed closer, the depth of embedded pipes is reduced, large pipe sizes are used and when the road surface has a lower emissivity value.

These factors are the buried depth of the pipe, the detecting frequency of the GPR, the material of the pipe and the spacing of the measured points.

The depth of the pipe is equal to unity (Itasca 2008b).

Depth of the pipe which is in out of plane direction is equal to one.

As an example, the heat exchange rate per meter borehole depth of spiral pipe with 0.05 m pitch in the turbulent flow increased of 1.5 times.

A parametric study is conducted to analyze the effect of different geometrical parameters expected for a heat pipe drill configuration, such as depth of the heat pipe within the drill, heat pipe diameter, heat flux input magnitude and length of the heat input zone.

The results show that in the same cyclone, the change of radial position and the inlet flow rate have no effects on the n value; the changes of the axial position have very little influence on the n value; with the increasing of the diameter of cyclone, increasing of the diameter of exit pipe and the decreasing immersion depth of the exit pipe, the n value increases.

If some burial depth is accounted for, this being a novelty of the present work, a more general formulation can be used, valid in the presence of weakly-cohesive soils and with burial depths of the pipe smaller than 0.5 (R2 = 0.79).