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Application of Visual MODFLOW to assess the Sewage
Plant accident pool leakage impact on groundwater in the Guanting
Reservoir area of Beijing |
Weifang SHI,Weihua ZENG,Bin CHEN, |
State Key Laboratory
of Water Environment Simulation, School of Environment, Beijing Normal
University, Beijing 100875, China; |
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Abstract In this paper, Visual MODFLOW is used to simulate groundwater flow and transport within the study area based on a certain scenario, assessing the leakage impact of a Sewage Plant accidental pool on groundwater using NH3-N as the assessment factor. In the model constructed, soil absorption and degradation was taken into account; the adsorption process of NH3-N adopted the Langmuir equation and the degradation was simplified as a first-order dynamic reaction. The leakage process was defined as a recharge with contaminants in the case that where there are two accidents happening to the Sewage Plant within a one month interval. The result of the model indicated that the NH3-N concentration of groundwater increased sharply when the Sewage Plant was malfunctioning. The peak of NH3-N concentration under the accident pool was about 8.0 × 10−5 mg/L at the first accident. When the second accident happened, the NH3-N concentration increased to a maximum of about 1.1 × 10−4mg/L. At a location of about 20 m from the accident pool, the concentration declined to about one sixth of the center, which demonstrated that the NH3-N concentration increase caused by leakage of the accident pool was little, and the spatial influence also was small. The paper provides a method of dealing with the transport of physically and chemically reactive substances in groundwater with Visual MODFLOW and assessing the Sewage Plant accident pool leakage impact on groundwater quantitatively.
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Keywords
groundwater
leakage
Visual MODFLOW
adsorption
dynamic reaction
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Issue Date: 05 September 2010
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American National StandardsInstitute (1978). Programming Language FORTRAN: ANSI X3.9―1978. New York: American National Standards Institute, 369
|
|
Bear J (1979). Hydraulics of Groundwater. New York: McGraw―Hill Inc
|
|
Banta E R (2000). Modflow―2000, the US Geologicalsurvey modular ground–water model-documentation of packagesfor simulating evapotranspiration with a segmented function (ETS1)and drains with return flow (DRT1). Open-file Report (US Geol Surv), 1–466
|
|
Charles R F (2002). Groundwater Science. London: Elsevier
|
|
Fenske J P, Leake S A, Prudic D E (1996). Documentation of a computer program (RES1) to simulate leakage from reservoirs usingthe modular finite–difference ground–water flow model(MODFLOW). Open-file Report (US Geol Surv), 96–364
|
|
Freeze R A, Cherry J A (1979). Groundwater. Englewood Cliffs: Prentice–Hall
|
|
Harbaugh A W, Banta E R, Hill M C, McDonald M G (2000). MODFLOW―2000, the US Geological Survey modulargroundwater model–user guide to modularization concepts andthe groundwater flow process. Open–file Report (US Geol Surv), 1–92
|
|
Jiang G H (2004). Discussion about NH4+−N adsorptive ability in soils. Journal of Chang’an University (Architectural and EnvironmentalScience Edition), 21(2): 32–34, 38 (in Chinese)
|
|
Li B, Yang X (2006). Transfer and transformation of NH3-N from leachate on soil and groundwater. Environmental Sanitation Engineering, 14(2): 20–22 (in Chinese)
|
|
McDonald M G, Harbaugh A W (1984). A modular three–dimensional finite–differencegroundwater flow model. Open–file Report (US Geol Surv), 83–528
|
|
McDonald M G, Harbaugh A W (1988). A modular three–dimensional finite–differencegroundwater flow model. US Geological survey techniques of water–resources investigations, book 6, Chap.A1. Open–file Report (US Geol Surv), 83–875
|
|
McDonald M G, Harbaugh A W (1996). User’s documentation for MODFLOW―96, anupdate to the U.S Geological Survey modular finite–differencegroundwater flow model. In: US Geological Survey Open-file Report, 485–496
|
|
Todd D K, Larry W M (2005). Groundwater Hydrology, 3rd edition. New Jersey: Wiley
|
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