Development of a Pipeline Surface Loading Screening Process

Author(s):  
David J. Warman ◽  
Jules Chorney ◽  
Mike Reed ◽  
James D. Hart

Pipeline Operators receive numerous requests annually to cross their pipelines. In many of these cases detailed analysis using a number of different methods are performed since no simplified approach is available. The Canadian Energy Pipeline Association (CEPA) with Kiefner and Associates, Inc. undertook the development of a screening methodology for vehicle loading. The hope is a standard approach to these analyses might be established to assist pipeline operating companies. This paper describes an approach detailing the development and implementation of a simplified screening process to assess the effects of surface loads on buried pipelines. A design basis was established based on a literature review to identify theoretical models, standards, codes, and recommended practices that are currently used to assess the surface loading effects on buried pipelines. This design basis was incorporated into a methodology utilized to develop a screening tool which provides a simple “pass/no pass” determination and is based on attributes which are generally easy to obtain (e.g., wheel or axle load, ground surface loading pressure, depth of cover, maximum allowable operating pressure and design factor). Situations which pass the initial screening would require no additional analysis while situations that do not pass the initial screening may need to be evaluated on a more detailed basis. Simplified graphs have been developed to assist in additional screening prior to performing a more detailed evaluation.

Author(s):  
David J. Warman ◽  
David Z. Kendrick ◽  
John D. Mackenzie

US pipeline operators may receive USGS automated earthquake notifications. In most of these cases, the seismic event poses little threat to pipeline assets. However, until an analysis is performed there can be uncertainty as to when and what actions should be taken. The paper describes the development and implementation of a simplified screening process to assess the effects of seismic events on buried pipelines. A design basis was established based on a literature review of seismic models, seismic-pipeline interactions, von Mises equivalent pipeline stress limits, standards, regulations, and practices that are currently used to assess seismic effects on buried pipelines. This design basis was used to develop a screening tool that provides a simple “pass/no pass” determination and is based on the readily obtained attributes (seismic magnitude and pipeline distance from the earthquake epicenter). “No Pass” scenarios are sub-divided into medium or high threat categories, with the latter likely needing to be evaluated on a more detailed basis. General guidelines and charts have been developed and incorporated into a general procedure to assess when and what actions should be taken.


PEDIATRICS ◽  
1992 ◽  
Vol 89 (5) ◽  
pp. 834-838 ◽  
Author(s):  
Richard C. Wasserman ◽  
Candace A. Croft ◽  
Sarah E. Brotherton

In this cross-sectional study, the vision-screening process is described for 8417 children aged 3 to 5 seen for health supervision in a group of 102 pediatric practices in 23 states and Puerto Rico. Three hundred forty children who failed screening (63% of those who failed) were followed up 2 months after initial screening. The sample was 52% male, 86% white, 9% black, 3% Hispanic, and 1% Asian. Vision screening was attempted on 66% of children overall. Pediatricians' reasons for not screening were "not routine" (44%), "too young" (40%), and "screening done previously" (17%). Younger children were less likely to be screened than older children (39% of those aged 3), and Hispanics were less likely to be screened than other ethnic groups (P < .001). Thirty-three percent of children received no screening for latent strabismus. Two months later, 50% of parents whose child had failed a vision test were unaware of this fact on questionnaire follow-up. Eighty-five percent of children referred to an eye specialist had made or kept an appointment. It is concluded that pediatricians need to increase vision screening among younger preschool children and communicate more effectively to parents the results of screening failure.


2015 ◽  
Vol 71 (5) ◽  
pp. 513-518 ◽  
Author(s):  
Zbigniew Mitura

Predictions from two theoretical models, allowing one to determine the phase of intensity oscillations, are compared for reflected beams of electrons and positrons. Namely, results of the precise dynamical calculations are compared with results obtained using a simplified approach. Within the simplified model, changes in the specularly reflected beam intensity, expected to occur during the deposition of new atoms, are described with the help of interfering waves and the effect of refraction, and respective approximate analytical formulas are employed to determine the phase of the oscillations. It is found that the simplified model is very useful for understanding the physics ruling the appearance of intensity oscillations. However, it seems that the model with the realistic potential is more suitable for carrying out interpretations of experimental data.


Author(s):  
Naoto Kasahara ◽  
Takuya Sato

Preparation for beyond design basis events (BDBE) becomes important as the lessons learned from the Fukushima Daiichi nuclear accident. The objective of strength evaluation for design basis events (DBE) is a confirmation to prevent structural failure for assumed events. For BDBE, main objectives are weak point survey, deterministic and probabilistic risk assessment, and planning of countermeasures including potable equipment and accident management. According to the above objectives, strength evaluation approach have to be different between for DBE and for BDBE. (1) DBE Conservative approach to prevent of failure. Design by analysis concept is basically adopted Assumption of hypothetical failure modes to prevent actual failure modes Stress criteria to bond actual strength Elastic analyses for conservative loading assumption Design factor to bound uncertainties (2) BDBE Best estimation of failure behavior with uncertainties to plan mitigations Identification of realistic failure modes to identify failure consequences Criteria by dominant parameters of failure phenomena Inelastic analyses for realistic loading prediction Probabilistic evaluation to quantify uncertainties. Strength evaluation concept has not yet been established for BDBE. It is necessary to discuss from basic philosophy to make sharable concepts. Adequate criteria is required to meet above concepts. Instead of stress, strain is one of candidate. New evaluation technics are desired to satisfy above criteria. This paper indicates the direction of strength evaluation for BDBE with same examples proposals. Its aims is to promote international discussions and to implement new technologies to actual countermeasures against BDBE.


2020 ◽  
Vol 9 (6) ◽  
pp. 2001 ◽  
Author(s):  
Marie Carbonnel ◽  
Aurelie Revaux ◽  
Elena Menzhulina ◽  
Lea Karpel ◽  
Renaud Snanoudj ◽  
...  

We report our experience regarding the profile and screening process of potential recipients (R) and their live donors (D) in our Uterus transplantation (UTx) trial from 2014 to 2020. The initial screening was performed using medical questionnaires and consultations. The second step of the screening consisted of two individual interviews with an independent multidisciplinary committee. Then, a complete medical, biological and imaging assessment of the directed living D, the R, and her partner was performed over a two-day hospitalization. A total of 239 women contacted our department: 165 potentials R and 74 potentials D. During the first step of screening, 141 R and 45 D were excluded. Only 12 R/D pairs were pursued. During inclusion, 10 R/D pairs were excluded. One R/D pair is still under evaluation. Finally, only 1 R/D pair was definitively included (0.6%), which led us to perform the first French UTx in March 2019 with a successful graft. The primary limiting factors of inclusion were due to very strict criteria and difficulty of having a suitable directed living D. The International Society of UTx (ISUTx) guidelines based on worldwide results of trials can help ease our inclusion criteria in the future while remaining safe for patients.


2015 ◽  
Vol 52 (8) ◽  
pp. 1058-1071 ◽  
Author(s):  
George P. Kouretzis ◽  
Dimitrios K. Karamitros ◽  
Scott W. Sloan

This paper presents an analytical methodology for the calculation of internal forces and strains developing in continuous buried pipelines that cross geotechnically problematic areas and are susceptible to permanent ground surface settlement or heave. Material nonlinearity effects are introduced in the solution via an iterative procedure, while taking into account the effect of pipeline elongation on its response. The use of a versatile bilinear expression to describe the stress–strain response of the pipeline material renders the method appropriate for steel, high-density polyethylene (HDPE), concrete, and cast iron pipelines alike. Comparison of the analytical results against those from benchmark finite element analyses highlights the effectiveness of the simplified analysis. The method is a potential alternative to elaborate three-dimensional nonlinear numerical analyses that are often used in pipeline design practice, and offers ease-of-use with no expense in accuracy, at least for problems involving simple pipeline geometries.


Author(s):  
Robert Lazor ◽  
Stephanie Verbit

There are several forms of material degradation that can affect the long-term integrity of buried pipelines, such as generalized corrosion, stress corrosion cracking, and fatigue crack growth. Pipeline operators must periodically assess the condition of their pipeline systems and address current repair priorities and then schedule the next inspection and maintenance programs. The analyses described in this paper have been used to determine the growth of typical cracks that could be found on buried pipelines using the pipeline operating pressure history and fracture mechanics techniques. The details that have been examined include the characterization of the pressure history using rainflow counting techniques and a review of typical pipeline defect types. Examples are provided to describe how the following variables affect the predicted crack growth history: • Pressure histogram ‘bin size’; • Initial crack dimensions. The general techniques and procedures can be used as an integral part of a pipeline integrity management program to establish failure risks and to schedule regular maintenance activities.


1998 ◽  
Vol 61 (4) ◽  
pp. 72-82 ◽  
Author(s):  
Karen Sterkel Powell ◽  
Jackie L. Jankovich

Student portfolios are a tool that academic institutions can implement to enhance students' job search processes. Students can enhance their ability to pass the initial screening process by preparing a portfolio that identifies their goals and provides evidence that they possess the skills and qualities to reach these goals. The portfolio should emphasize communication skills, as they are deemed most important by employers in the initial screening process. When preparing a portfolio, students should consider a variety of media, including paper, videotape, and compact disk. Schools that implement student portfolios must decide if all students will be required to prepare them, if the administra tors will determine the contents, and who will approve the contents of stu dents' portfolios.


Author(s):  
Mohammad Katebi ◽  
Dharma Wijewickreme ◽  
Pooneh Maghoul ◽  
Kshama Roy

Abstract In the current industry practice guidelines, the soil restraints to assess the behaviour of pipelines subject to permanent ground displacements are numerically characterized using independent “soil springs”. These guidelines have been primarily generated by considering the typical configurations of buried pipelines in level ground. The assumption of level ground does not always hold true when assessing pipelines located on sloping ground in mountainous areas and riverbanks. This research presents the outcomes from a set of full-scale physical model tests conducted on a pipe buried in slopes. The results highlight the significance of the slope grade effects on soil-pipe interaction. The results are useful as input to modify soil springs accounting for the ground surface inclination.


Author(s):  
U G Köpke

This paper is concerned with the dynamic response of buried pipelines due to excitation located inside the pipe. This work is important for application to techniques that employ vibration to investigate pipeline support conditions using a vibrating pipe inspection device. It also has application to the detection of spanning in off-shore pipelines. Three different theoretical models are developed and investigated. The first model employs the theory of elasticity, the second is a finite element model and the third is a beam-on-elastic Pasternak foundation. Good agreement between these models is demonstrated. The beam-on-elastic Pasternak foundation model is successfully used to predict ‘signatures’ of the pipe-soil response that characterize soil support features, such as hard and soft supports.


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