1D_simulation_of_nonlinear_land_subsidence

Contains the 1D nonlinear subsidence algorithm developed by Newman et al. (1982),

modified by Rudolph and Frind (1991) and implemented by Zapata-Norberto and

Morales-Casique (2024).

The folder contains:

1. IN: with all input files in the code.

2. src: the code developed in fortran 95.

3. OUT: an example of the code run.

References:

Neuman, S.P., Preller, C., & Narasimhan, T.N. (1982). Adaptative explicit-implicit

quasi three-dimensional finite element model of flow and subsidence in multiaquifer

systems. Water Resources Research, 18(5), 1551-1561.

https://doi.org/10.1029/WR018i005p01551

Rudolph, D.L., Frind, E.O., 1991. Hydraulic response of highly compressible aquitards

during consolidation. Water Resources Research 27, 17–30.

https://doi.org/10.1029/90WR01700.

Zapata-Norberto, B. (2019). Asimilación de datos y modelación estocástica no lineal

unidimensional de la subsidencia en acuitardos heterogéneos altamente compresibles.

PhD Thesis, Posgrado en Ciencias de la Tierra, Instituto de Geología, UNAM.

https://ru.dgb.unam.mx/handle/20.500.14330/TES01000797397.

Related work:

Zapata-Norberto, B., Morales-Casique, E., & Herrera, G. S. (2018). Nonlinear

consolidation in randomly heterogeneous highly compressible aquitards. Hydrogeology

Journal, 26(3), 755-769. https://doi.org/10.1007/s10040-017-1698-6.

Zapata-Norberto, B., Morales-Casique, E., Le, V.H., Díaz-Viera, M. (2024) Effect of

cross-correlated hydraulic conductivity and compression index on nonlinear consolidation

in randomly heterogeneous highly compressible aquitards. Journal of South American

Earth Sciences, 147, 105109. https://doi.org/10.1016/j.jsames.2024.105109.