2013
DOI: 10.2136/vzj2012.0054
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Transient Pressure Waves in the Vadose Zone and the Rapid Water Table Response

Abstract: The behavior of a water table (WT) is important in understanding groundwater dynamics. Results are presented of a disproportionate response of a WT in two distinct transient pressure wave mechanisms that occurred during rainfall events of the 2000–2001 summer season and in two different hillslope zones in the Weatherley research catchment of South Africa. The first mechanism was a groundwater ridging pressure wave, which frequently occurred at the low‐lying wetland zone and when the capillary fringe was close … Show more

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Cited by 17 publications
(29 citation statements)
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“…() and Waswa et al . (). The data used in the present study were obtained from the observation point U3 (Figure ), in the upper subcatchment, within a wetland area and close to a stream, a few metres in the upstream of the upper weir.…”
Section: Field Observationscontrasting
confidence: 69%
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“…() and Waswa et al . (). The data used in the present study were obtained from the observation point U3 (Figure ), in the upper subcatchment, within a wetland area and close to a stream, a few metres in the upstream of the upper weir.…”
Section: Field Observationscontrasting
confidence: 69%
“…Some of the rainfall events of the summer season of 2000–2001 will be used in this study. Ninety‐six rainfall events occurred in that period, of which 11 were found to have caused groundwater‐ridging water‐table response (Waswa et al ., ; Waswa ). In the present paper, we will use six of those events, namely, event nos.…”
Section: Field Observationscontrasting
confidence: 69%
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“…δ 18 O values of groundwater and tributary inputs were indistinguishable because groundwater can contribute to surface water flow in tributaries (Becker ; Waswa et al. ; Kormos et al. , b; Brooks et al.…”
Section: Resultsmentioning
confidence: 99%
“…The air entry pressure 7 Geofluids values in the modified Mualem-van Genuchten model were adopted from those of the Brooks-Corey model for all 5 typical soils and listed in the last column of Table 2. Solely using either specific discharge or average pore water velocity to quantify the transport processes is theoretically insufficient [20,22,81]; we included the celerity and kinematic ratio in Table 2 to provide a more complete illustration of the dependence of pore water flow velocity and pressure propagation on soil effective saturation.…”
Section: Soil Hydraulic Functions Under a Single-domainmentioning
confidence: 99%