2003
DOI: 10.4319/lom.2003.1.16
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An automated dye‐dilution based seepage meter for the time‐series measurement of submarine groundwater discharge

Abstract: We designed an automated seepage meter that can detect and quantify both groundwater outflow and seawater infiltration. Based on a dye‐dilution technique, this instrument provides high‐resolution time‐series data for submarine groundwater discharge to the coastal zone. The dye‐dilution method involves two repeatable steps: (1) the timed injection of a water‐soluble dye into a “dye‐mixing chamber” mounted in series with a seepage chamber and (2) the subsequent timed measurements of the absorbance of the dyed so… Show more

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Cited by 62 publications
(30 citation statements)
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“…The uncorrected (underestimated) flow measurements from 12.0 to 12.3 days present a conservative lower limit of the flow rate. Importantly, discharge from the spring did not cease at any time throughout the tidal cycle; that is, no flow reversal as often observed occurred [e.g., Chanton et al , 2003; Sholkovitz et al , 2003]. Correspondingly the hydraulic head difference remained positive, i.e., above tidal water level at all times (Figure 4b).…”
Section: Resultsmentioning
confidence: 73%
“…The uncorrected (underestimated) flow measurements from 12.0 to 12.3 days present a conservative lower limit of the flow rate. Importantly, discharge from the spring did not cease at any time throughout the tidal cycle; that is, no flow reversal as often observed occurred [e.g., Chanton et al , 2003; Sholkovitz et al , 2003]. Correspondingly the hydraulic head difference remained positive, i.e., above tidal water level at all times (Figure 4b).…”
Section: Resultsmentioning
confidence: 73%
“…Field and numerical studies quantified the tidal effect on SGD and showed that tide-induced recirculation can represent a major portion of total SGD [e.g., Li et al, 1999;Taniguchi, 2002;Robinson et al, 2007c;Li et al, 2009]. Seawater infiltration into an aquifer occurs on the rising tide and exfiltration (saline SGD) on the ebbing tide [Robinson et al, 1998;Sholkovitz et al, 2003;Robinson et al, 2007c]. As a nearshore aquifer is able to fill faster than it can drain, infiltration is greatest from the mid-tide to high tide mark and exfiltration is greatest towards the low tide mark [Robinson et al, 2007b].…”
Section: Tidesmentioning
confidence: 99%
“…Moving away from the pier, seepage rates of 25 cm d −1 with peak flow of 37 cm d −1 were recorded at 2 m distance. At 3 m and 4 m distance from the pier, the seepage rates were further reduced to 6 cm d −1 (peak 12 cm d −1 ) and 2 cm d −1 (peak 6 cm d −1 ) respectively [ Sholkovitz et al , 2003] (Figure 3 and Table 1).…”
Section: Resultsmentioning
confidence: 99%