Modeling and Optimization of Seawater Intrusion Barriers in Southern California Coastal Plain

A five-layered confined-unconfined flow and transport models are developed and calibrated for the Alamitos seawater intrusion barrier in Southern California. The conceptual model is based on the geological structure of the coastal aquifer system, and the key parameters in the flow and transport models are calibrated using field measurements of hydraulic conductivity as well as head and concentration observations. Because of the abundance of point measurements of hydraulic conductivity, the heterogeneous and random hydraulic conductivity field for each of the five aquifers is estimated by the proposed geostatiscal method of natural-neighbor-kriging (NNK). The longitudinal and transverse dispersivities in the transport model are estimated by an inverse procedure that minimizes the least-squares error for concentration (LSE-CON). The minimum LSE-CON is achieved near 50 ft (15.2 m) and 5 ft (1.52 m) for the longitudinal and transverse dispersivities, respectively. The calibrated simulation model is linked with two optimization models to investigate alternatives for enhancing seawater intrusion barrier operations for the Alamitos Barrier Project in Los Angeles. Two types of management problems are analyzed the optimal scheduling problem (OSP) and the optimal well location problem (OWLP). The objective of the OSP is to minimize the total injected water subject to constraints on the state variables: hydraulic head and chloride concentration at target locations. Two OSP formulations are considered, a pure hydraulic gradient formulation, and a combined hydraulic and transport formulation. Optimization results suggest that algorithm performance is best when the number of decision variables can be limited to approximately ten wells. Next, a genetic algorithm is linked with the calibrated simulation model to determine the locations of new injection wells that maximize the marginal increase in head targets along the barrier. Parallel processing is also employed to improve algorithm efficiency.

[1]  C. Simmons Variable density groundwater flow: From current challenges to future possibilities , 2005 .

[2]  Eric G. Reichard,et al.  Assessment of Regional Management Strategies for Controlling Seawater Intrusion , 2005 .

[3]  William W.-G. Yeh,et al.  MANAGEMENT MODEL FOR CONJUNCTIVE USE OF COASTAL SURFACE WATER AND GROUND WATER , 1998 .

[4]  S. Gorelick A review of distributed parameter groundwater management modeling methods , 1983 .

[5]  David R. Richards,et al.  FEMWATER: A Three-Dimensional Finite Element Computer Model for Simulating Density-Dependent Flow and Transport in Variably Saturated Media. , 1997 .

[6]  Linus E Schrage User's manual for LINDO , 1981 .

[7]  C. Welty,et al.  A Critical Review of Data on Field-Scale Dispersion in Aquifers , 1992 .

[8]  U. Shamir,et al.  Optimal Annual Operation of a Coastal Aquifer , 1984 .

[9]  Nien-Sheng Hsu,et al.  Multiobjective Water Resources Management Planning , 1984 .

[10]  Frank T.-C. Tsai,et al.  Optimization of Water Distribution and Water Quality by Hybrid Genetic Algorithm , 2005 .

[11]  Wolfgang Banzhaf,et al.  Genetic Programming: An Introduction , 1997 .

[12]  Cokriging estimation of the conductivity field under variably saturated flow conditions , 1999 .

[13]  W. Yeh Review of Parameter Identification Procedures in Groundwater Hydrology: The Inverse Problem , 1986 .

[14]  H. R. Henry Salt intrusion into coastal aquifers , 1960 .

[15]  Neeraj Gupta,et al.  Variable‐density flow in the midcontinent basins and arches region of the United States , 1997 .

[16]  R. Sibson,et al.  A brief description of natural neighbor interpolation , 1981 .

[17]  Robert Willis,et al.  Planning Model for Optimal Control of Saltwater Intrusion , 1988 .

[18]  P. Gill,et al.  Aquifer Reclamation Design: The Use of Contaminant Transport Simulation Combined With Nonlinear Programing , 1984 .

[19]  Frank T.-C. Tsai,et al.  Characterization and identification of aquifer heterogeneity with generalized parameterization and Bayesian estimation , 2004 .

[20]  Franklin W. Schwartz,et al.  An experimental investigation of variable density flow and mixing in homogeneous and heterogeneous media , 1990 .

[21]  John L. Wilson,et al.  Finite element simulation of a saltwater/freshwater interface with indirect toe tracking , 1982 .

[22]  Ricardo A. Olea,et al.  Geostatistics for Engineers and Earth Scientists , 1999, Technometrics.

[23]  Arlen W. Harbaugh,et al.  User's documentation for MODFLOW-96, an update to the U.S. Geological Survey modular finite-difference ground-water flow model , 1996 .

[24]  E. Frind Simulation of long-term transient density-dependent transport in groundwater , 1982 .

[25]  Uri Shamir,et al.  Motion of the Seawater Interface in Coastal Aquifers: A Numerical Solution , 1971 .

[26]  T. Clement,et al.  Improving the worthiness of the Henry problem as a benchmark for density‐dependent groundwater flow models , 2004 .

[27]  H. Essaid A multilayered sharp interface model of coupled freshwater and saltwater flow in coastal systems: Model development and application , 1990 .

[28]  Adrian Croucher,et al.  The Henry Problem for Saltwater Intrusion , 1995 .

[29]  W. Yeh,et al.  Identification of parameters in unsteady open channel flows , 1972 .

[30]  Jean-Paul Chilbs,et al.  Geostatistics , 2000, Technometrics.

[31]  M. Marietta,et al.  Pilot Point Methodology for Automated Calibration of an Ensemble of conditionally Simulated Transmissivity Fields: 1. Theory and Computational Experiments , 1995 .

[32]  Robert Willis,et al.  Optimization Model for Ground-water Planning , 1984 .

[33]  Manfred Koch,et al.  Numerical Simulation of the Effects of Variable Density in a Contaminant Plume , 1992 .

[34]  Robert Willis,et al.  Quasi-Three-Dimensional Optimization Model of Jakarta Basin , 1992 .

[35]  Frank T.-C. Tsai,et al.  Geophysical parameterization and parameter structure identification using natural neighbors in groundwater inverse problems , 2005 .