MétaCan
Menu
Back to cohort
Record W2146480214 · doi:10.1061/9780784413692.022

Initial Condition Assessment of the 3,000 mm (120 in.) Diameter Primary Trunk Interceptor for the Region of York

2014· article· en· W2146480214 on OpenAlexaffabout
Christopher Macey, John Murphy, Devan G. Thomas

Bibliographic record

VenuePipelines 2014 · 2014
Typearticle
Languageen
FieldEngineering
TopicGeotechnical Engineering and Underground Structures
Canadian institutionsAecom (Canada)Regional Municipality of Durham
Fundersnot available
KeywordsPopulationEnvironmental scienceChannel (broadcasting)EngineeringTruckGeotechnical engineeringHydrology (agriculture)Civil engineeringTelecommunications

Abstract

fetched live from OpenAlex

The primary trunk (PT) sewer was designed to convey wastewater from the Regional Municipality of York and to collect and transport flows from Pickering and Ajax to the Duffin Creek Pollution Control Centre (PCC) in Ontario, Canada. The total collection system area encompasses an area of 47,350 ha (117,004 acre) and a total residential population of more than 1 million people and a daily influx of more than half a million people due to employment in the area. The PT sewer was constructed in multiple contracts in the late 1970s as a low head pressure pipe. While upper reaches of the sewer have been subjected to varying levels of condition assessment, the lower 5 km of pipe (3 miles) has never had its condition formally assessed. The diameter in this area ranges from 2,550 mm (102 in.) to 3,000 mm (120 in.), and the flow regime ranges from open channel flow to surcharged flow with more than 8 m of head. Aside from combined loading, which was practiced in the 1970s, the most significant evolution in structural design of RCP from the late 1970s to present day was the recognition that larger diameter pipes needed to be designed for shear (diagonal and radial) and for flexure and service load crack control. While this concept was introduced by Frank Heger as early as 1963 it was not introduced in any standard practice until the 1993 ASCE standard practice and is still not covered by the present-day ASTM C76 standard. The initial condition assessment consisted of assessing more than 48 unique load cases with finite element analysis (FEA) techniques and additional load cases through parameter sensitivity assessment. Investigations were also carried out to identify all potential deterioration mechanisms for the installed pipe relative to its internal and external exposure environment and prioritize the nature and type of advanced condition assessment tools to be deployed in ongoing assessments. The initial assessment provided a unique overview of the original design of the sewer versus present-day design standards and a summary of the exposure conditions that could affect the rate of degradation of the pipe material utilized in the original construction and established an initial "desktop"condition assessment model to facilitate structural assessment of sewer once more advanced inspections were undertaken. The output of this assessment not only provided the basis for input into an assessment of the surcharge pressures the pipe could reasonably tolerate during long-term operations but also, through examining the vulnerabilities in the present operating condition, established the types of advanced inspection tools that are most advantageous to deploy as the next stage of a condition assessment program.

Fetched live from OpenAlex and de-inverted. Abstracts are not stored in this database: the inverted indexes are 8.6 GB of the frame’s 9.3 GB of text, and the host has 13 GB free.

How this classification was reachedexpand

Full frame distilled prediction

Teacher imitation

Not calibrated prevalence, not ground truth. Human validation pending. Learned from the 10,348 direct Codex labels and 10,348 direct Gemma labels. Candidate is the union of thresholded teacher heads; consensus is their intersection. These outputs are machine_predicted_unvalidated and are not human labels or direct frontier model labels.

metaresearch head score (Codex)0.000
metaresearch head score (Gemma)0.000
Version: codex-gemma-dda1882f352aValidation status: machine_predicted_unvalidated
Candidate categoriesnone
Consensus categoriesnone
DomainCandidate signal: none · Consensus signal: none
Study designCandidate signal: Simulation or modeling · Consensus signal: Simulation or modeling
GenreCandidate signal: Empirical · Consensus signal: none
Teacher disagreement score0.763
Threshold uncertainty score0.274

Codex and Gemma teacher scores by category

CategoryCodexGemma
Metaresearch0.0000.000
Meta-epidemiology (narrow)0.0000.000
Meta-epidemiology (broad)0.0000.000
Bibliometrics0.0000.000
Science and technology studies0.0000.000
Scholarly communication0.0000.000
Open science0.0000.000
Research integrity0.0000.000
Insufficient payload (model declined to judge)0.0000.000

Machine scores (provisional)

The two teacher heads of the student model, read on this work. A score orders the frame for review; it never asserts a category, and the validation status ships verbatim with every row.

Baseline scores from an immature model (maturity gate not passed, 7 training rounds). Scores rank; they never assert a category.

Opus teacher head0.012
GPT teacher head0.249
Teacher spread0.237 · how far apart the two teachers sit on this one work
Validation statusscore_only:v0-immature-baseline · verbatim from the scoring run: score_only means the number may rank works, and no category label ships from it

Classification

machine, unvalidated

Machine predicted; a candidate call from one teacher head, not a consensus.

The models applied no category: nothing in the taxonomy fit this work.
Study designSimulation or modeling
Domainnot available
GenreEmpirical

How this classification was reached, model by model and score by score, is at the end of the page under "How this classification was reached".

Quick stats

Citations0
Published2014
Admission routes2
Has abstractyes

Explore more

Same venuePipelines 2014Same topicGeotechnical Engineering and Underground StructuresFrench-language works237,207