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Numerical evaluation of land subsidence induced by groundwater pumping in Shanghai

2011· article· en· 369 citations· W1822924132 on OpenAlex· 10.1139/t11-049

Why is this work in the frame?

A frame that forgets how it found something cannot be audited. These are the routes that admitted this work.

Canadian venueIt was published in a Canadian venue.

No Canadian affiliation. An affiliation-only frame — the usual design — would never have seen this work. It is one of the works that make the case for inverting the frame.

Machine scores (provisional)

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

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.

Opus teacher head0.033
GPT teacher head0.242
Teacher spread
0.209 · how far apart the two teachers sit on this one work
Validation status
score_only:v0-immature-baseline · verbatim from the scoring run: score_only means the number may rank works, and no category label ships from it

Abstract

To predict the future behavior of land subsidence in Shanghai due to pumping of groundwater, a numerical model is established. In the proposed model, groundwater flow in three-dimensional conditions and soil deformation in one-dimensional conditions are calculated. The model takes into account the multi-aquifer-aquitard hydrogeological condition of the soft deposit of Shanghai. The variation of the coefficient of compressibility and coefficient of hydraulic conductivity of the soils with the consolidation process are simulated. Relationships among land subsidence, groundwater withdrawal volume, and groundwater level are analyzed. Comparison between the measured value and calculated value shows that the model simulates the measured value fairly well. The future of land subsidence behavior due to groundwater withdrawal is predicted and discussed via consideration of the variation of the following parameters in the future 30 years: net withdrawn volume of groundwater, pumping layer, and pumping region.

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.

The record

Venue
Canadian Geotechnical Journal
Topic
Landslides and related hazards
Field
Environmental Science
Canadian institutions
Funders
Shanghai Jiao Tong UniversityNational Natural Science Foundation of China
Keywords
GroundwaterHydrogeologyAquiferHydraulic conductivityConsolidation (business)Geotechnical engineeringGroundwater flowGeologySubsidenceGroundwater modelCompressibilityHydraulic headEnvironmental scienceSoil scienceHydrology (agriculture)Soil waterGeomorphologyMechanics
Has abstract in OpenAlex
yes