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Development of Simulation-Optimization Models for Agricultural Contaminant Loading Management Considering Effects of Groundwater Pumping

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dc.contributor.advisor이강근-
dc.contributor.author박동규-
dc.date.accessioned2017-07-14T00:36:08Z-
dc.date.available2017-07-14T00:36:08Z-
dc.date.issued2014-08-
dc.identifier.other000000021574-
dc.identifier.urihttps://hdl.handle.net/10371/121211-
dc.description학위논문 (박사)-- 서울대학교 대학원 : 지구환경과학부, 2014. 8. 이강근.-
dc.description.abstractIn agricultural regions, a significant amount of groundwater has been used but agricultural activities, such as greenhouse farming, have often threatened its quality. Therefore, it is necessary to suitably manage the agricultural contaminant loading for sustainable groundwater use in those regions. However, pumping condition should also be considered in the management because groundwater pumping can change the fate of contaminant in the subsurface such as its leaching to the water table and migration in the aquifer. In this study, based on the field investigation and monitoring, an agricultural contaminant loading management model was developed in order to determine the optimal permissible contaminant loading mass for a given pumping condition, using simulation-optimization method. Periodical on-ground contaminant loading on non-point sources such as fertilizer application in greenhouse was simulated by integrating the 1-D analytical solution for solute transport in the unsaturated zone and the 3-D numerical model for groundwater flow and solute transport in the saturated zone. Backward transport simulation was applied to the model in order to evaluate the relative importance of contaminant sources quantitatively. Genetic algorithm was linked to this integrated simulation model as optimization technique. This model could be useful in the agricultural contaminant loading management in the agricultural regions where many potential non-point sources were located at. Using this model, the optimal contaminant loading designs obtained under various pumping conditions were compared in order to examine the effects of pumping conditions in determining the optimal contaminant loading. The results demonstrated that the optimal contaminant loading designs were determined differently according to the given pumping conditions. Another management model was developed to manage permissible on-ground contaminant loading mass and pumping rates simultaneously. This model cannot consider only dynamics between fate of contaminant and pumping but also various conditions such as different usage of, or demand on, each pumping well and contaminant source in a single of optimization process. The optimal design determined from this model allowed more amounts of both of contaminant loading and groundwater pumping than any other optimal design suggested previously. In addition, in the agricultural regions where groundwater has been used intensively in a specific period of time, such as rice-growing season, it must be particularly important to consider such pumping condition in the agricultural contaminant management. Therefore, the model to simultaneously manage agricultural contaminant loading and groundwater use under time-variant pumping condition was also developed. For this, the method to approximate the contaminant leaching to the fluctuating water table caused by a regular schedule of groundwater pumping was suggested and transient groundwater flow simulation was applied. In the optimal design obtained under the time-variant pumping condition, the contaminant loading was restricted considerably because a relatively large amount of contaminant leaching to the shallow depth of water table during the period without groundwater pumping, a strong inflow of contaminant to the wells driven by the large amount of pumping during the period with groundwater pumping, and a sudden increase of contaminant leaching immediately after stopping the operation of pumping. Particularly, the optimal design obtained under the no-pumping condition in this study was to imitate some previous studies about agricultural contaminant management which had not considered any pumping condition, in order to demonstrate the importance of considering pumping condition in the agricultural contaminant loading. The result showed that the agricultural contaminant loading management without considering pumping condition could fail in the regions where groundwater use has been common.-
dc.description.tableofcontentsABSTRACT I
CONTENTS V
LIST OF FIGURES X
LIST OF TABLES XV

CHAPTER I. INTRODUCTION 1
1. Backgrounds of this study 1
2. Objectives of this study 4

CHAPTER II. SITE DESCRIPTION AND FIELD INVESTIGATION 6
1. Site description 6
2. Field investigation and monitoring in the study area 11

CHAPTER III. MODEL DEVELOPMENT FOR AGRICULTURAL CONTAMINANT LOADING MANAGEMENT 19
1. Introduction 19
2. Methodology 22
2.1. Simulation-optimization model 22
2.1.1. Integrated simulation model 25
2.1.1.1. Analytical solution for approximation of contaminant leaching mass 25
2.1.1.2. Groundwater flow and solute transport in the saturated zone 29
2.1.2. Optimization model 30
2.1.3. Backward transport simulation for relative importance of contaminant sources 34
2.1.3.1. Application of backward transport simulation to the management model 39
3. Results and discussion 45
3.1. Case study for application of backward transport simulation 45
3.1.1 Model domain and settings 45
3.1.2 Effects of the relative importance of source on the optimal contaminant loading design 49
3.2. Optimal design result for agricultural contaminant loading 52
3.2.1. Model domain and settings 52
3.2.2. Prediction under the condition of no-regulations 57
3.2.3. Optimal contaminant loading design under the no-pumping condition 59
3.2.4. Optimal contaminant loading design under the condition of pumping rates on the RWs = 100 m3/day 62
4. Summary and conclusions 65

CHAPTER IV. MODEL DEVELOPMENT FOR AGRICULTURAL CONTAMINANT LOADING MANAGEMENT WITH CONSIDERING PUMPING CONDITION 67
1. Introduction 67
2. Methodology 69
2.1. Comparison of optimal contaminant loading designs obtained under various pumping conditions 69
2.2. Model development for simultaneous optimization of on-ground contaminant loading and pumping rates 70
3. Results and discussion 75
3.1. Optimal contaminant loading designs obtained under various pumping condition 75
3.2 Simultaneous optimization of on-ground contaminant loading and pumping rates 86
4. Summary and conclusions 90

CHAPTER V. MODEL DEVELOPMENT FOR AGRICULTURAL CONTAMINANT LOADING MANAGEMENT UNDER THE TIME-VARIANT PUMPING CONDITION 92
1. Introduction 92
2. Methodology 94
2.1. Approximation of the leaching to fluctuating water table under time-variant pumping condition 94
2.2. Simulation-optimization model for the agricultural contaminant loading management under time-variant pumping condition 101
3. Results and discussion 103
3.1. Estimation results of the leaching mass to fluctuating water table 103
3.2. Simulation and optimization results obtained under time-variant pumping condition 108
3.3. Contaminant loading management without considering pumping conditions 116
4. Summary and conclusions 121

DISCUSSION 123
CONCLUDING REMARKS 129
REFERENCES 134
ABSTRACT (IN KOREA) 146
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dc.formatapplication/pdf-
dc.format.extent4104583 bytes-
dc.format.mediumapplication/pdf-
dc.language.isoen-
dc.publisher서울대학교 대학원-
dc.subjectAgricultural contaminant loading management-
dc.subjectnitrate-
dc.subjectfertilizer application in greenhouse-
dc.subjectSimulation-optimization model-
dc.subjectgroundwater pumping-
dc.subjectwater table fluctuation-
dc.subjectpermissible on-ground loading mass-
dc.subject.ddc550-
dc.titleDevelopment of Simulation-Optimization Models for Agricultural Contaminant Loading Management Considering Effects of Groundwater Pumping-
dc.typeThesis-
dc.contributor.AlternativeAuthorPARK, DONG KYU-
dc.description.degreeDoctor-
dc.citation.pagesXVI, 148-
dc.contributor.affiliation자연과학대학 지구환경과학부-
dc.date.awarded2014-08-
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