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Thus, a new procedure of the on-bottom stability analysis was established considering dynamic effects of pipeline installation and pipe-soil interaction at touchdown point (TDP).
In general, the effects of pipeline construction on vegetation pattern were confined to 300 m from the pipeline based on this study.
Effects of pipeline parameters (internal pressure, wall thickness, diameter, buried depth) and perilous rock parameters (impact velocity, radius, eccentric distance) on deformation, stress and strain of the buried pipeline were discussed.
In an attempt to explain the structural behavior of the pipeline with respect to local buckling, a simplified analytical model is also developed that illustrates the counteracting effects of pipeline bending and axial stretching for different crossing angles.
In this paper, a field programmable gate array (FPGA) based binary32 floating point multiplier (FPM) is presented to support variety of pipeline depth and the effects of pipeline architecture have been investigated.
The chapter also illustrates how Greedypipe can be employed as a design tool in situations where the effects of pipeline depth, task sharing, and task partitioning are to be explored as part of the design process.
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Open image in new window Fig. 7 Calculated effect of pipeline crossing.
The arithmetic function in (1) does not consider the effect of pipeline stalls.
Open image in new window Fig. 8 Calculated effect of pipeline crossing on the cathodic protection potential (a) and calculated current density distribution (b).
This paper deals with the dynamic effect of pipeline installation and embedment for the on-bottom stability design of offshore pipelines on soft clay.
Sensitivity analyses are also performed examining the effect of pipeline length and soil temperature on pipeline diameter, as well as flow rate and capital cost on levelized cost.
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