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Regional Basic Professional Training Course in Korea

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<strong>Regional</strong> <strong>Basic</strong> <strong>Professional</strong> <strong>Tra<strong>in</strong><strong>in</strong>g</strong> <strong>Course</strong> (BPTC) on Nuclear Safety<br />

materials (boulders, sand, etc.) present at or transit<strong>in</strong>g via the site zone, the morphology<br />

of the sea or river bottom.<br />

Mathematical models of hydrological dispersion<br />

There is no universal model represent<strong>in</strong>g the dispersion of radioactive materials <strong>in</strong> all<br />

sections of a liquid mass and for all possible situations. In most cases, the <strong>in</strong>itial dilution<br />

phase, the mix<strong>in</strong>g phase, and the long distance dispersion phase are dealt with separately.<br />

Two approaches are generally used:<br />

Models based on simplified forms of the diffusion equation, often used far from the<br />

po<strong>in</strong>ts of discharge;<br />

Compartmented models describ<strong>in</strong>g exchanges between boxes represent<strong>in</strong>g clearly<br />

def<strong>in</strong>ed portions of the medium <strong>in</strong> which a homogeneous distribution of the<br />

pollutant is assumed.<br />

The distribution of concentrations near the po<strong>in</strong>t of discharge covers an extent that<br />

depends on local conditions, i.e., <strong>in</strong> particular on the shape and dimensions of the outfall,<br />

the discharge velocity and flow rate. It is at most a few kilometers. The correspond<strong>in</strong>g<br />

models study the dispersion of water discharged <strong>in</strong>to stagnant or mov<strong>in</strong>g water.<br />

Other models cover<strong>in</strong>g larger areas deal with the “mix<strong>in</strong>g” phase, <strong>in</strong> the course of which<br />

the <strong>in</strong>itial discharge can be regarded as becom<strong>in</strong>g physically impossible to dist<strong>in</strong>guish<br />

from the receiv<strong>in</strong>g waters. Various schematic representations are then used accord<strong>in</strong>g to<br />

local conditions. It may be a straight rectangular channel with flow parallel to the banks<br />

to simulate a river; more elaborate calculations that <strong>in</strong>clude the advection due to the<br />

movement of the masses of water and dispersion by wave action may be performed.<br />

F<strong>in</strong>ally, go<strong>in</strong>g beyond this, models of the “far” field must take account of the effects of<br />

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