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Physics for Geologists, Second edition

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Fluids and fluid flow 125<br />

Figure 12.7 Heads. The pressure head (plpg), elevation head (2, negative when<br />

below the datum), and total head (h), which is the algebraic sum of<br />

the other two.<br />

constant. In fluid flow in rocks the velocity head is negligibly small and is<br />

neglected. The total head is proportional to the energy of the water (lacking<br />

only the factor g).<br />

Real liquids are not ideal, and energy will be lost to heat, leading to a loss<br />

of total head as the real liquid moves.<br />

Fluid flow in rocks<br />

Henry Darcy (note the spelling, Henry not Henri, no apostrophe in Darcy)<br />

was an engineer responsible <strong>for</strong> water supply in the town of Dijon in France,<br />

and he conducted experiments to determine the effect of sand filters on the<br />

flow of water through pipes. He published the results in 1856.<br />

Darcy filled a cylinder with sand, supported on a fine mesh, in apparatus<br />

shown diagrammatically in Figure 12.8. Manometers were placed near the<br />

top and bottom of the sand, and water was passed through the sand in the<br />

cylinder. The volumetric rate of flow was measured, as were the elevations of<br />

the water1 in the manometers (Figure 12.9). Darcy observed that '<strong>for</strong> sands<br />

of the same nature' the flow was proportional to the difference in elevation<br />

of the levels in the manometers, and to the area normal to flow, and inversely<br />

proportional to the length of the sand:<br />

1 Darcy actually used mercury manometers, but it is simpler to treat them as water manometers<br />

here.<br />

Copyright 2002 by Richard E. Chapman

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