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However, the remaining 42 pipes (i.e., 14%%) had a velocity greater than 1.5 m/s, which is not ideal.
Analysis of the velocity distribution indicated that 200 out of 306 pipes (i.e., 65%%) were characterized by water velocity less than 0.5 m/s (Fig. 7).
It is assumed that the fracture network can reasonably be represented by a network of interconnected one-dimensional pipes (i.e. flow channels).
The soil deformations were found to be induced on the underground pipes to such magnitudes as to cause them to fail, especially in the case of small diameter pipes (i.e. < 200 mm).
Nearing the pipes, I hear voices.
"Something got caught in her pipes, I guess".
Similar(39)
is the transmission range and is the radius of the "routing pipe" (i.e., the distance threshold).
However, the end restraints of an underground rigid pipe (i.e. steel pipe) affected the distribution and magnitude of displacement along the pipeline.
It was found that both methods can predict the condition of the drainage pipe, i.e., whether the pipes are empty or occupied by water or soil.
To make common comparison and better understanding of pipe size configuration of the network, the calculation of weighted diameter based on each pipe diameter and its length is proposed as follows: d_{text{w}} = frac{{mathop sum nolimits_{i = 1}^{n} L_{i} D_{i} }}{{mathop sum nolimits_{i = 1}^{n} L_{i} }}, (4 where L i is the length of the pipe i and D i is the diameter of the pipe i.
f: fluid property; a: annular space property; s: rock property; w: wellbore radius; c: casing radius; o: outer radius (of pipe); i: inner radius (of pipe); r: radial component (in pipe); t: total; up: upward; down: downward.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com