Articles | Volume 372
Proc. IAHS, 372, 59–62, 2015
https://doi.org/10.5194/piahs-372-59-2015
Proc. IAHS, 372, 59–62, 2015
https://doi.org/10.5194/piahs-372-59-2015

  12 Nov 2015

12 Nov 2015

Subsidence characterization and modeling for engineered facilities in Arizona, USA

M. L. Rucker et al.

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Cited articles

AMEC E and E, Inc.: White Paper, in Procedural Documents for Land Subsidence and Earth Fissure Appraisals, for Flood Control District of Maricopa County, Phoenix, AZ, available at: ftp://ftp.mcdot.maricopa.gov/anonymous/FCD (last access: 22 October 2015), 2009.
Galloway, D. L., Jones, D. R., and Ingebritsen, S. E.: Land subsidence in the United States, US Geological Survey Circular, Reston, Virginia, 1182, 177 pp., 1999.
Helm, D. C.: One-dimensional simulation of aquifer system compaction near Pixley, California – 1. Constant parameters, Water Resour. Res., 11, 465–478, 1975.
Keaton, J. R., Rucker, M. L., and Cheng, S.: Geomechanical Analysis of an Earth Fissure Induced by Ground-Water Withdrawal for Design of a Proposed Ash and Sludge Impoundment, Southeastern Arizona, Land Subsidence Case Studies and Current Research: Proceedings of the Joseph F. Poland Symposium on Land Subsidence, 4–5 October 1995, Spec. Publ. No. 8, AEG, Star Publishing Co., Belmont/CA, 217–226, 1998.
LSCE: Luhdorff & Scalmanini Consulting Engineers, Borchers, J. W. and Carpenter, M.: Luhdorff and Scalmanini Consulting Engineers (LSCE), Land Subsidence from Groundwater Use in California, Full Report of Findings, California Water Foundation, 9–10, April 2014.
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Short summary
The authors have developed Percolation Theory-based methodologies to estimate alluvium modulus as a function of lithology, depth, groundwater level and effective stress. Applied at aquifer stress points, such as major pumping wells, this facilitates subsidence modeling at its’ sources. Modeled subsidence is then propagated over time across the basin from the source(s) using a time delay exponential decay function similar to the soil mechanics consolidation coefficient, only applied laterally.