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ARCHIVED REPORTS_XR0005114
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ARCHIVED REPORTS_XR0005114
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Last modified
9/24/2020 12:38:23 AM
Creation date
3/17/2020 4:38:44 PM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005114
RECORD_ID
PR0545566
PE
3528
FACILITY_ID
FA0005479
FACILITY_NAME
MANTECA BEAN CO
STREET_NUMBER
229
STREET_NAME
MOFFAT
STREET_TYPE
BLVD
City
MANTECA
Zip
95336
CURRENT_STATUS
02
SITE_LOCATION
229 MOFFAT BLVD
P_LOCATION
04
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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Introduction <br /> This manual describes a computer model for simulating transport of hydrocarbons(HC)in ground <br /> water under the influence of oxygen (02) limited biodegradation The model core is based on_the USGS 2- <br /> D solute transport model(Konikow and Bredehoett, 1978) Although this manual is self-contained and will <br /> allow the user to run BIOPLUME Il easily,it is recommended that the user be familiar with the USGS code <br /> beforehand A user-fnendly menu-dnven preprocessor has been built in the code The preprocessor <br /> provides the user with three options i)data inputtediting, 2)simulation run performance, and 3)graphical <br /> representation of output The model is designed to run on an IBM PCIAT or compatible system <br /> The purpose of the simulation model is to compute the concentration of a dissolved hydrocarbon that <br /> ' is undergoing biodegradation in an aquifer Changes in chemical concentration occur primarily due to four <br /> distinct processes 1) convective transport,in which dissolved chemicals are moving with the flowing <br /> ground water,2) hydrodynamic dispersion, in which molecular and ionic diffusion and small scale variations <br /> ' in the velocity of flow through the porous media cause spreading of the contaminant front, 3)fluid sources <br /> or sinks,such as pumping or injecting wells, and, 4) reactions, in which the concentration of the <br /> contaminant may increase or decrease due to chemical and physical reactions within the ground water or <br /> between the water and the solid aquifer material <br /> ' The standard 2-D USGS code assumes that no reactions occur which affect the concentration of the <br /> species of interest BIOPLUME 11, on the other hand, assumes an instantaneous reaction between HC and <br /> ' Oz The instantaneous reaction decreases the concentration of HC by an amount that is proportional to the <br /> available 02 in the aquifer(t is assumed that 3 units of 02 are required to completely biodegrade 1 unit of <br /> HC) <br /> B10PLUME II solves the solute transport equation twice,once for HC and once for 02 This allows the <br /> simultaneous simulation of two plumes, an HC plume and an 02 plume The two plumes are combined <br /> using superposition at every particle move to simulate the reaction between HC and OZ <br /> BIOPLUME ll is extremely versatile it allows the simulation of a retarded HC plume undergoing <br /> ' biodegradation and it provides the user with the capability to simulate in-situ biorestoration schemes such <br /> as the injection of oxygenated water Moreover,the model simulates anaerobic biodegradation and <br /> reaeration as a first order decay in HC concentrations <br /> 1 <br /> I <br />
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