Long-term Groundwater Monitoring Design

Long-term Groundwater Monitoring Design

Author:

Publisher: Amer Society of Civil Engineers

Published: 2003-01-01

Total Pages: 103

ISBN-13: 9780784406786

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This report represents the current state of groundwater monitoring network design. It reviews analytic and quantitative procedures, provides detailed descriptions of leading methodologies, and offers advice for the implementation of the designs in various field conditions. Chapters outline the objec


Long-term Groundwater Monitoring Optimization Clare Water Supply Superfund Site Stageright Area, Clare Michigan

Long-term Groundwater Monitoring Optimization Clare Water Supply Superfund Site Stageright Area, Clare Michigan

Author:

Publisher:

Published: 2007

Total Pages: 112

ISBN-13:

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This report contains a review of the long-term groundwater monitoring network for the StageRight (former Welltronics) Facility area near the Clare Public Water Supply, Clare Michigan. The current monitoring network was evaluated in September 2006 prior to activation of a new municipal well using a formal qualitative approach and statistical tools found in the Monitoring and Remediation Optimization System software (MAROS). The goal of the groundwater monitoring program is to track changes in concentrations of priority chlorinated constituents that may affect the drinking water remediation system used to treat the public water supply. The report includes recommendations for groundwater sample frequency and location based on current hydrogeologic, pumping, and contaminant conditions.


Long-term Groundwater Monitoring Optimization Clare Water Supply Superfund Site Permeable Reactive Barrier and Soil Remedy Areas, Clare Michigan

Long-term Groundwater Monitoring Optimization Clare Water Supply Superfund Site Permeable Reactive Barrier and Soil Remedy Areas, Clare Michigan

Author:

Publisher:

Published: 2007

Total Pages: 174

ISBN-13:

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This report contains a review of the long-term groundwater monitoring network for the Permeable Reactive Barrier (PRB) and Soil Remedy Areas at the Clare Water Supply Superfund Site in Clare, Michigan. The current monitoring network in each area was evaluated using a formal qualitative approach and statistical tools found in the Monitoring and Remediation Optimization System software (MAROS). The report also contains recommendations for the groundwater monitoring networks based the results of these qualitative and quantitative evaluations.


Methods in Groundwater Monitoring

Methods in Groundwater Monitoring

Author:

Publisher:

Published: 2013

Total Pages: 332

ISBN-13:

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Groundwater monitoring methods; statistical methods; geostatistical methods; hydrogeological modelling methods; visualization; optimization of long-term groundwater monitoring networks; groundwater monitoring strategies; Bitterfeld / Wolfen; Germany; factors influencing for the optimization of monitoring networks


Hydroinformatics

Hydroinformatics

Author: Praveen Kumar

Publisher: CRC Press

Published: 2005-11-02

Total Pages: 552

ISBN-13: 1420038001

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Modern hydrology is more interdisciplinary than ever. Staggering amounts and varieties of information pour in from GIS and remote sensing systems every day, and this information must be collected, interpreted, and shared efficiently. Hydroinformatics: Data Integrative Approaches in Computation, Analysis, and Modeling introduces the tools, approache


Innovative and Efficient Simulation-optimization Tools for Successful Groundwater Management and Conflict Resolution

Innovative and Efficient Simulation-optimization Tools for Successful Groundwater Management and Conflict Resolution

Author: Bassel Timani

Publisher:

Published: 2015

Total Pages:

ISBN-13:

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Decision makers' conflicts about the validity of a single simulation model and inefficiencies of existing response matrix methods (RMM) hinder adopting successful groundwater management plans. We speed up the process by proposing a hybrid RMM that is most efficient for situations in which optimizable stimuli can vary through consecutive periods of uniform duration interspersed with periods of different duration. We use the hybrid RMM within Simulation-Optimization (S-O) models to develop optimal water management strategies. For the tested problems, the hybrid RMM requires as much or 63-89% less computation time than other RMMs. Second, we propose Multi-Conceptual Model Optimization (MCMO) that can help stakeholders reach a compromise strategy instead of agreeing on the validity of a single model. MCMO computes optimal strategies that simultaneously satisfy analogous constraints and bounds in multiple numerical models differing by more than parameter values. Applying MCMO to Cache Valley (Utah, USA) reveals that protecting local ecosystem limits the increased groundwater pumping to satisfy only 40% of projected water demand increase using two models. To successfully and sustainably manage Cache Valley aquifer, we evaluate sustained yield strategies (SYS) and quantify the resilience of a computed SYS. We maximize the number of new residents who can have their indoor and outdoor uses satisfied, subject to constraints on aquifer-surface waters conditions, and limiting new residents to projected increases in population (PIiP). furthermore, we examine the effect of optimization approach and sequiencing, temporally-lagged spatially distributed return flow that is a function of optimal groundwater use, and the acceptability time evaluation on the optimal yield strategy. Cache Valley aquifer can sustainably satisfy the outdoor water demand of 74%-83% and the indoor water demand of 83%-100% of the PIiP. We quantify deterministic resilience Rd(A,T,SV)=P to evaluate how completely an aquifer condition (SV) recovers after the end of climatic anomaly (A), by recovery time (T). Simulation predicts that Cache Valley aquifer system resiliences to a 2-year drought are Rd(2YD, 3 yrs, Overall) = 93% and Rd (2YD,9́Æ8,Overall) 9́Æ 95%. Proportionally reducing pumping rates by 25% through the time horizon of the simulation increases the overall resilience to 96% within 3 years.