With advanced sensing technologies, data on pipeline condition can be used to develop a risk-based model for pipe replacement projects.
Further, transient flow data and models for pipes are reviewed, including considerations regarding running-ductile fractures, which are essential to understand for safety.
In addition, traditional drift-flux models for pipes may reflect the casing scale effect, but cannot be directly applied to the rod bundle geometry in pool conditions.
Vine copula is used to develop multi variable simulation models for pipe data.
Only a limited number of studies can be found in the open literature that validates two-phase flow models for pipe diameters larger than 0.203 m (8 in.).
With shear deformation and pre-buckling deformation included, a 2D mathematical model for composite pipes is developed to analyze the collapse of RTP pipe under pure external pressure, pure bending moment, or combined external pressure and bending moment.
The significance of the emplacement model for kimberlite pipes, or sheets, is commonly recognized in resource geology.
These experiments show that the multiple side branch system is in many aspects a reasonable model for corrugated pipes.
The momentum equation model for inclined pipe flow is shown in Figure 3.
This study presents the development and validation of a simplified RC-network model for the pipe-embedded concrete radiant floors.
