1956
DOI: 10.18174/njas.v4i1.17793
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Calculation of the steady flow of ground water in vertical cross sections.

Abstract: The useful formulae for the relationship between rainfall and hydraulic head are only valid for symmetrical, one-layer problems. By introducing horizontal, vertical and radial resistances in the soil profile, it was possible to obtain solutions to problems of groundwater movement in systems with only one water table under asymmetrical conditions and in soil profiles consisting of layers with widely different permeabilities. In this way the groundwater flow can be calculated from a number of linear equations. O… Show more

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Cited by 25 publications
(9 citation statements)
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“…Lateral runoff occurs in saturated soil layers and at the surface, if infiltration capacity is exceeded. Additional drainage is calculated by the Ernst equation to account for rapid lateral drainage in steep terrain [ Ernst , ]. In the model, we assume that downslope lateral runoff will occur on the permafrost table.…”
Section: Data and Modelsmentioning
confidence: 99%
“…Lateral runoff occurs in saturated soil layers and at the surface, if infiltration capacity is exceeded. Additional drainage is calculated by the Ernst equation to account for rapid lateral drainage in steep terrain [ Ernst , ]. In the model, we assume that downslope lateral runoff will occur on the permafrost table.…”
Section: Data and Modelsmentioning
confidence: 99%
“…The bottom boundary conditions can also be described through various options: groundwater level as a function of time, flux to/from the semi‐confined aquifer, flux to/from open surface drains, an exponential relationship between bottom flux and groundwater table or zero flux, free drainage or free outflow at the bottom of the profile. SWAP allows evaluation of the drainage system by using the equations of Hooghoudt () and Ernst (, ). Five‐field drainage situations are considered in SWAP.…”
Section: Methodsmentioning
confidence: 99%
“…Such events are known to contribute significantly to phosphorus loadings into ditches and streams (van der Salm et al, 2012). The optimal spacing of these drains or ditches under steady state and transient conditions is one of the classical problems in agricultural hydrology (de Zeeuw & Hellinga, 1958;Ernst, 1956;Glover & Dumm, 1960;Hooghoudt, 1940;Kraijenhoff van de Leur, 1958). The role of the unsaturated zone is typically ignored in the solutions for spacing optimization.…”
Section: Introductionmentioning
confidence: 99%