Optimum Design of a Seawater Intrusion Monitoring Scheme Based on the Image Quality Assessment Method

Seawater intrusion monitoring is quite different from the conventional monitoring of groundwater pollution. In this study, a new optimization method for the seawater intrusion monitoring scheme in the transitional zone was proposed. The objective of optimization was to maximize effective information monitored. The structural similarity index method (SSIM) of the image quality assessment was innovatively used to establish a mathematical expression for the effective monitored information, and an optimization model was constructed based on this. Taken the Longkou city of China as the study area, a numerical simulation model of variable density groundwater was constructed. The Monte Carlo method was used to consider the influence of the sensitivity parameters uncertainty on the monitoring scheme design. To avoid repeatedly calling of simulation models in the process of Monte Carlo experiments, a surrogate model was constructed by using the kernel extreme learning machine (KELM). Finally, the optimization model was solved by the genetic algorithm to obtain the optimal monitoring scheme. The results showed that the input-output relationship of the numerical simulation model for variable-density groundwater can be well approximated by the KELM surrogate model. The monitoring scheme optimized by the above method can well reflect the real state of seawater intrusion. This study expands the method on the scheme designs for seawater intrusion monitoring.

[1]  Joseph R. Kasprzyk,et al.  Evolutionary multiobjective optimization in water resources: The past, present, and future , 2012 .

[2]  Wei Yu,et al.  Treatment of High Concentration Acid Plasticizer Wastewater by Ozone Microbubble Oxidation , 2020, Water, Air, & Soil Pollution.

[3]  W. Nowak,et al.  Reconnecting Stochastic Methods With Hydrogeological Applications: A Utilitarian Uncertainty Analysis and Risk Assessment Approach for the Design of Optimal Monitoring Networks , 2018 .

[4]  A. Z. Aris,et al.  Multi-Objective Based Approach for Groundwater Quality Monitoring Network Optimization , 2015, Water Resources Management.

[5]  Eero P. Simoncelli,et al.  Image quality assessment: from error visibility to structural similarity , 2004, IEEE Transactions on Image Processing.

[6]  T. Liesch,et al.  On the Optimal Spatial Design for Groundwater Level Monitoring Networks , 2019, Water Resources Research.

[7]  Bithin Datta,et al.  Adaptive Management of Coastal Aquifers Using Entropy-Set Pair Analysis–Based Three-Dimensional Sequential Monitoring Network Design , 2019 .

[8]  Marc F. P. Bierkens,et al.  Designing a monitoring network for detecting groundwater pollution with stochastic simulation and a cost model , 2006 .

[9]  M. T. Ayvaz,et al.  Identification of the optimum groundwater quality monitoring network using a genetic algorithm based optimization approach , 2018, Journal of Hydrology.

[10]  Ahmed E. Hassan,et al.  Heuristic space–time design of monitoring wells for contaminant plume characterization in stochastic flow fields , 2000 .

[11]  Bithin Datta,et al.  Design of an Optimal Compliance Monitoring Network and Feedback Information for Adaptive Management of Saltwater Intrusion in Coastal Aquifers , 2014 .

[12]  S. Ranji Ranjithan,et al.  Monitoring Design for Source Identification in Water Distribution Systems , 2010 .

[13]  Reza Kerachian,et al.  Optimal redesign of groundwater quality monitoring networks: a case study , 2010, Environmental monitoring and assessment.

[14]  Guang-Bin Huang,et al.  An Insight into Extreme Learning Machines: Random Neurons, Random Features and Kernels , 2014, Cognitive Computation.

[15]  Sheetal Jain,et al.  Computationally efficient approach for identification of fuzzy dynamic groundwater sampling network , 2019, Environmental Monitoring and Assessment.

[16]  J. Eheart,et al.  Monitoring network design to provide initial detection of groundwater contamination , 1994 .

[17]  Chee Kheong Siew,et al.  Extreme learning machine: Theory and applications , 2006, Neurocomputing.

[18]  George F. Pinder,et al.  Optimal Search Strategy for the Definition of a DNAPL Source , 2003 .

[19]  Bithin Datta,et al.  Optimal Dynamic Monitoring Network Design and Identification of Unknown Groundwater Pollution Sources , 2009 .

[20]  Yingqi Zhang,et al.  Least cost design of groundwater quality monitoring networks , 2005 .

[21]  B. Wagner Recent advances in simulation-optimization groundwater management modeling (95RG00394) , 1995 .

[22]  Jianfeng Wu,et al.  A comparative study of Monte Carlo simple genetic algorithm and noisy genetic algorithm for cost-effective sampling network design under uncertainty , 2006 .

[23]  A. Melloul,et al.  Monitoring of Seawater Intrusion in Coastal Aquifers: Basics and Local Concerns , 1997 .

[24]  Wenxi Lu,et al.  Ensemble of surrogates-based optimization for identifying an optimal surfactant-enhanced aquifer remediation strategy at heterogeneous DNAPL-contaminated sites , 2015, Comput. Geosci..

[25]  Yun Yang,et al.  Multi-objective optimization of long-term groundwater monitoring network design using a probabilistic Pareto genetic algorithm under uncertainty , 2016 .

[26]  Jian Song,et al.  Adaptive surrogate model based multiobjective optimization for coastal aquifer management , 2018, Journal of Hydrology.

[27]  P. Reed,et al.  A computational scaling analysis of multiobjective evolutionary algorithms in long-term groundwater monitoring applications , 2007 .

[28]  Hanhu Liu,et al.  Optimization Design of Groundwater Pollution Monitoring Scheme and Inverse Identification of Pollution Source Parameters Using Bayes’ Theorem , 2020, Water, Air, & Soil Pollution.