Testing infiltration run effects on the estimated water transmission properties of a sandy-loam soil

Geoderma ◽  
2016 ◽  
Vol 267 ◽  
pp. 24-33 ◽  
Author(s):  
V. Alagna ◽  
V. Bagarello ◽  
S. Di Prima ◽  
G. Giordano ◽  
M. Iovino
2021 ◽  
Vol 69 (2) ◽  
pp. 151-160
Author(s):  
Vincenzo Bagarello ◽  
Gaetano Caltabellotta ◽  
Massimo Iovino

Abstract The Beerkan method consists of a ponded infiltration experiment from a single ring inserted a small depth into the soil. Fixed, small volumes of water are repeatedly poured into the ring to maintain a quasi-zero head on the soil surface. According to the standard Beerkan infiltration run, a new water volume is poured on the infiltration surface when the previously applied volume has completely infiltrated and the soil surface is entirely exposed to air (ta criterion). However, water could also be applied when the soil exposition to air begins (to criterion) or half the soil surface is exposed to air (tm criterion). The effect of the infiltration time criterion on determination of the water transmission properties of a sandy-loam soil was tested. As compared with the standard ta criterion, the two alternative criteria (to , tm ) yielded higher and/or more variable estimates of soil water transmission properties. The saturated soil hydraulic conductivity, Ks , was the most sensitive property to the infiltration time criterion. However, statistically significant differences for Ks were not practically substantial since they did not exceed a factor of 1.7. Infiltration time effects likely occurred due to differences between ponding depth of water, soil water pressure head gradient, air entrapment and soil mechanical disturbance. The standard ta criterion was suggested for performing a Beerkan experiment in the field since it appears to yield the most reliable estimates of a mean value. However, the to criterion could be considered in dual permeability soils to maintain macropores active. Factors that could appear minor in the context of an experiment can have statistically relevant effects on water transmission properties.


Soil Research ◽  
1987 ◽  
Vol 25 (3) ◽  
pp. 243 ◽  
Author(s):  
SK Jalota ◽  
SS Prihar

This study was undertaken to check whether the evaporation loss computed from isothermal flow equation supported the previous observations of the authors concerning the sensitivity of evaporation rate in the falling rate stage to evaporativity (E0), with evaporation under higher E0 lagging behind that under a lower E0. Evaporation, computed from the successive moisture profiles predicted numerically from water content gradients and D(�) and K(�) relations, agreed closely with the observed values under the constant, as well as staggered E0 irrespective of redistribution time before commencement of evaporation. Thus, the study has theoretically established that, depending upon the soil and E0�s involved, cumulative evaporation under lower E0 can exceed that under higher E0. The evaporation rate during the falling rate stage is not only governed by transmission properties of the soil alone but also is influenced by E0.


Agronomie ◽  
2002 ◽  
Vol 22 (7-8) ◽  
pp. 731-738 ◽  
Author(s):  
Roland Harrison ◽  
Sharon Ellis ◽  
Roy Cross ◽  
James Harrison Hodgson

2020 ◽  
Vol 18 (4) ◽  
pp. 84-87
Author(s):  
Yu.V. Leonova ◽  
◽  
T.A. Spasskaya ◽  

The change in the microbiological activity of sod-podzolic sandy loam soil when using coffee waste and sewage sludge as a fertilizer for oats in comparison with traditional fertilizers is considered. During the study, it was determined that the predominant groups were bacteria and actinomycetes. Bacilli and fungi are few in number. The introduction of sewage sludge and coffee waste into the sod-podzolic sandy loam soil at a dose of 10 t / ha increases the activity of the microflora of the sod-podzolic sandy loam soil, which increases the effective and potential fertility.


2004 ◽  
Vol 3 (1) ◽  
pp. 316
Author(s):  
M. Saleem Akhtar ◽  
Tammo S. Steenhuis ◽  
Brian K. Richards ◽  
Murray B. McBride

2021 ◽  
Vol 11 (12) ◽  
pp. 5499
Author(s):  
Nihal D. Salman ◽  
György Pillinger ◽  
Muammel M. Hanon ◽  
Péter Kiss

The applicability of the typical pressure–sinkage models used to characterize the soil’s bearing properties is limited to homogeneous soils (infinite thickness) that have no hard layer. At a given depth, a hard layer can have a considerable impact on the soil’s load-bearing capacity. It is thus necessary to alter the pressure–sinkage equation by taking this condition into account when assessing the load-bearing capacity. The present paper aims to determine a simple, high-fidelity model, in terms of soil characterization, that can account for the hard layer affection. To assess hard layer affection in this paper, a plate sinkage test (bevameter) was conducted on sandy loam soil. To this end, the soil was prepared by considering three bulk densities and two soil thickness levels at 7–9% moisture content levels. According to the results, this paper put forth a new perspective and related equations for characterizing bearing performance. The sinkage modulus (k) is an intrinsic soil parameter that has a determined unit of N/cm2 and is significant for managing the bearing performance. The results showed that the new modulus sinkage model incorporates the main factor of the rigid layer effect involving high fidelity that the conventional models have failed to account for.


Sign in / Sign up

Export Citation Format

Share Document