User Settings
Open AccessArticle10.7275/bj9e-6f56

Ground Water Management, GWM, Formulations to Control Subsidence in a Large Scale Transient Problem

Gemma Baró-Montes-2007-01-01-ScholarWorks@UMassAmherst (University of Massachusetts Amherst)
1

TL;DRAbstract

The objective of this study is to test different formations with a new optimization program. The area under study is located close to Los Angeles, and it has experienced a large drawdown of the water table, with related subsidence. The analyses utilizes Ground Water Management (GWM), a public domain code distributed by the USGS as a process within MODFLOW 2000. The different algorithms within GWM were tested with a large-scale transient unconfined system. The different analysis allowed the verification of the program. In this application, GWM is used to optimize the resources, and the MODFLOW packages from the LANOPT Model are used to simulate the system. Several tests were pe1formed with two main motives. One intended to test the mathematical responses of the program, while the second one created different formulation approaches to manage the aquifer. The mathematical responses of the program were tested with a sensitivity analysis of the parameters that defined how the formulation wa

Chat with Paper

AI Agents for this Paper

The objective of this study is to test different formations with a new optimization program. The area under study is located close to Los Angeles, and it has experienced a large drawdown of the water table, with related subsidence. The analyses utilizes Ground Water Management (GWM), a public domain code distributed by the USGS as a process within MODFLOW 2000. The different algorithms within GWM were tested with a large-scale transient unconfined system. The different analysis allowed the verification of the program. In this application, GWM is used to optimize the resources, and the MODFLOW packages from the LANOPT Model are used to simulate the system. Several tests were pe1formed with two main motives. One intended to test the mathematical responses of the program, while the second one created different formulation approaches to manage the aquifer. The mathematical responses of the program were tested with a sensitivity analysis of the parameters that defined how the formulation wa

Keywords

MODFLOWAquiferTransient (computer programming)Scale (ratio)Computer scienceSensitivity (control systems)Water tableProcess (computing)

Chat

Click to start Chat