pdm: Flow-normal cross-sectional area PDM

Description Usage Arguments Value Note

Description

integral of Cs*erfc(z/(2*sqrt(ax*wp0))) between 0 and hp, or else lots of smaller pools if Np isn't 1

Usage

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2
3
C0_pool_XsectA(Cs, hp, hL)

C0_pool_Hunt88(Cs, wp0, hL, aV = wp0/1000, Np = 1L)

Arguments

Cs

numeric []; solubility

hp

numeric []; pool height

hL

numeric []; layer thickness

wp0

numeric []; historic maximum of pool width

aV

numeric [1]; vertical dispersivity, in units of length

Np

integer [1]; number of pools within the layer; more pools will result in a greater average effluent concentration as no point will be so far from a pool

Value

numeric []; C0, the historic maximum of effluent concentration averaged through the layer

numeric []; C0, the historic maximum of effluent concentration averaged through the layer

Note

It is assumed that dispersion only occurs above the pool, as pools rest on top of aquitards, so hydrodynamic dispersion below the pool should be fairly small, instead just molecular diffusion should occur into the underlying aquitard. If you want to dispense with this assumption, then double the value for Np, as the two-way dispersion from one pool at the bottom of the layer will result in the same average concentration as the one-way dispersion from two pools, one at the bottom and one in the middle.


CJBarry/DNAPL documentation built on May 6, 2019, 9:25 a.m.