1978
DOI: 10.1016/0022-1694(78)90112-9
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Drainage of undulating sandy soils with high groundwater tables

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Cited by 9 publications
(7 citation statements)
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“…In relatively flat lowland catchments with dynamic and shallow groundwater levels, A q,i has been observed to change considerably over time (Ernst, 1978;Wriedt et al, 2007;De Vries, 1995). This is a combined effect of groundwater tables that lose contact with surface water or tube drains during dry periods (compare the wet and dry state in Fig.…”
Section: The Basicsmentioning
confidence: 99%
See 1 more Smart Citation
“…In relatively flat lowland catchments with dynamic and shallow groundwater levels, A q,i has been observed to change considerably over time (Ernst, 1978;Wriedt et al, 2007;De Vries, 1995). This is a combined effect of groundwater tables that lose contact with surface water or tube drains during dry periods (compare the wet and dry state in Fig.…”
Section: The Basicsmentioning
confidence: 99%
“…van der Velde et al: Catchment-scale non-linear groundwater-surface water interactions 1978;De Vries, 1995). In hillslope hydrology this changing active channel network is reflected in the hydrological connectivity (Ocampo et al, 2006;Molenat et al, 2008) between the riparian and upland zones.…”
mentioning
confidence: 99%
“…In lowland catchments, local groundwater head gradients toward ditches and tube drains are the driving force for water flow and solute transport [ Ernst , 1978; Raats , 1977]. The dense artificial drainage systems create complicated dynamics in the spatial patterns of surface and subsurface fluxes of water and pollutants as they locally switch between active and passive depending on the ambient groundwater level [ van der Velde et al , 2009].…”
Section: Introductionmentioning
confidence: 99%
“…During the last century field drainage systems and designs were rationalized on the basis of stationary analytical flow models in combination with field measurements of soil parameters (Hooghoudt, ; De Zeeuw and Hellinga, ; Kraijenhoff van de Leur, ; Ernst, ). The main design parameters were primarily groundwater levels and drainage discharge.…”
Section: Introductionmentioning
confidence: 99%