Seepage meters and Bernoulli's revenge
Estuaries
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Abstract
Evaluation of seepage data from a network of 50 permanently deployed submarine seepage meters, specially constructed from fiberglass, indicates that the devices artificially advect (Bernoulli effect) shallow ground water. Reverse flow into the rock was not observed even when adjacent piezometers installed 2-m to 20-m below the rock-water interface indicated negative groundwater heads. Quantitative testing of five different designs, including conventional end-of-oil-drum designs, indicates that meters presenting positive relief on the sea floor are subject to the Bernoulli effect when placed in areas where there are waves and/or currents. Advection does not appear to be caused by flexing of the collection bags.
Suggested Citation
Shinn, E., Reich, C., Hickey, T., 2002, Seepage meters and Bernoulli's revenge: Estuaries, v. 25, no. 1, p. 126-132, https://doi.org/10.1007/BF02696056.
Study Area
| Publication type | Article |
|---|---|
| Publication Subtype | Journal Article |
| Title | Seepage meters and Bernoulli's revenge |
| Series title | Estuaries |
| DOI | 10.1007/BF02696056 |
| Volume | 25 |
| Issue | 1 |
| Year Published | 2002 |
| Language | English |
| Publisher | Springer |
| Description | 7 p. |
| First page | 126 |
| Last page | 132 |
| Country | United States |
| State | Florida |
| Other Geospatial | Florida Bay |