2007
DOI: 10.1007/bf03036520
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An effect of pier pilings on nearshore submarine groundwater discharge from a (partially) confined aquifer

Abstract: ABSTRACT:Concurrent bulk ground conductivity mapping and direct measurements of seepage rates were carried out near a pier at Shelter Island, New York, U.S.A. A shallow sediment layer was identified to provide confinement for lower aquifer units. The conductivity and seepage rate data indicate that pilings of the pier apparently pierce this shallow sediment layer, producing a comparatively high seepage rate driven by the hydraulic head of the (partially) confined aquifer, resulting in a substantial increase in… Show more

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Cited by 13 publications
(14 citation statements)
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“…Still, the radon maximum shows sharp gradients towards the neighboring sampling locations, indicating a location of rather focused SGD close to the harbor structures. Considering comparable findings [19,20], the data suggests an anthropogenic impact on the coastal aquifer as a possible reason for the indicated locally increased SGD rate. It can be assumed that a perturbation of the local calcareous aquifer by the pilings of the harbor construction results in preferential flow paths, thereby producing a comparatively high groundwater seepage rate locally.…”
Section: Western Study Areasupporting
confidence: 49%
“…Still, the radon maximum shows sharp gradients towards the neighboring sampling locations, indicating a location of rather focused SGD close to the harbor structures. Considering comparable findings [19,20], the data suggests an anthropogenic impact on the coastal aquifer as a possible reason for the indicated locally increased SGD rate. It can be assumed that a perturbation of the local calcareous aquifer by the pilings of the harbor construction results in preferential flow paths, thereby producing a comparatively high groundwater seepage rate locally.…”
Section: Western Study Areasupporting
confidence: 49%
“…This is an expected pattern in situations where SGD is driven by onshore hydraulic gradients. However, other expected patterns, such as an exponential decrease in SGD with distance from the shoreline, were not observed [ Bokuniewicz , 1980; Stieglitz et al , 2007]. Seepage rates did, however, decrease with (alongshore) distance from the pier (Figure 3).…”
Section: Resultsmentioning
confidence: 79%
“…The results presented here represent a subset of BGC and flow data collected at the different study sites. Some of the presented data from West Neck Bay, Ubatuba, and Flic‐en‐Flac have been reported previously in a different context [ Stieglitz et al , 2007, 2008; Bokuniewicz et al , 2007]. Data are presented in chronological order.…”
Section: Resultsmentioning
confidence: 86%
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