Surface-positioned double-ring to improve traditional infiltrometer for measuring soil infiltration

Soil Research ◽  
2020 ◽  
Vol 58 (3) ◽  
pp. 314
Author(s):  
Jing Zhang ◽  
Shaopeng Li

The installation of a traditional double-ring infiltrometer (DRI) into soil is difficult and time consuming. It results in reduced accuracy because of soil disturbance and water leakage along the gaps between the ring wall and the soil. In this study, a surface-positioned DRI (SPDRI) was suggested to improve measurement accuracy and convenience of the DRI. Laboratory experiments were conducted to evaluate performance of the method in terms of the influence of the lateral flow of water on the accuracy of infiltration rate, average vertical wetting front depth and saturated hydraulic conductivity. A cylindrical soil column was used to simulate the ideal ring infiltrometer (IRI) of the one-dimensional vertical infiltration process for comparison purposes. Experimental results indicated that the infiltration rates measured by the SPDRI and IRI were nearly identical, with maximum relative error (RE) of 18.75%. The vertical wetting front depth of the SPDRI was nearly identical to that of the IRI, with proportional coefficients of 0.97 and R2 > 0.95. Comparison of the soil saturated hydraulic conductivity with those from IRI indicated that the REs were 7.05–10.63% for the SPDRI. Experimental results demonstrated that the SPDRI could improve the measurement accuracy and facilitate the soil water infiltration measurement process.


Author(s):  
Ivana Kameníčková ◽  
L. Larišová ◽  
A. Stoklásková

Water infiltration into the soil profile, surface runoff and soil erosion in arable lands depend on the conditions of the top layer. The tillage treatment of the top layer plays a key role in changes of the hydro-physical properties, mainly saturated hydraulic conductivity Ks of the surface layer. The aim of this study was to asses the impact of different tillage treatments on hydraulic conductivity in the locality Bohaté Málkovice. Field experimental works in this area were performed in 2009 and were repeted in 2011 on Haplic Chernozem, medium heavy loamy soil. The experimental area was divided into two parts; top layer of these plots was cultivated by applying conventional and reduced tillage treatment. Both these plots were sown with spring barley (Hordeum vulgare). For the field measurement of water infiltration into the soil was used double-ring infiltrometer (2009, 2011) and Minidisk infiltrometer (2011). Near the point were the infiltration was measured, the soil samples were always collected for laboratory determination of basic physical properties of soil (bulk density, porosity, initial and saturated water content, aeration of the soil) and saturated hydraulic conductivity Ks. For laboratory determination of Ks was used permeameter with constant gradient.For evaluation of saturated hydraulic conductivity Ks using the double-ring infiltration method was used Philip’s three-parameter equation and for evaluation of unsaturated hydraulic conductivity K(h) using Minidisk infiltrometer was used Zang’s method. After two years of using repeatedly applied different tillage treatments was significantly influenced saturated hydraulic conductivity Ks. The Ks value increased approximately six times for reduced tillage and more than three times for conventional tillage. Laboratory determined average values of Ks were compared with the average estimates of Ks from infiltration tests. The results were burdened by a number of errors (compaction, preferential flow). These mean values were higher for conventional and reduced tillage. Unsaturated hydraulic conductivity K(−2cm) for reduced tillage was higher, for conventional tillage decreased approximately three times.



2014 ◽  
Vol 644-650 ◽  
pp. 5383-5386
Author(s):  
Shen Kai Huang ◽  
Peng Fei Gu ◽  
Xin Yu Zhao ◽  
Qing Bao Pei ◽  
Jin Long Gao

Using a soil column experiments to analyze the influence of different density of one dimension vertical infiltration of water infiltration rate, cumulative infiltration and wetting front. The experimental results showed that the bulk density of the infiltration rate, cumulative infiltration and wetting front has a significant impact. Infiltration rate, cumulative infiltration and wetting front were decreased with increasing density in the same period of infiltration. The greater the soil bulk capacity, the larger the infiltration decrease ration μ and η, respectively compared to the based accumulative infiltration and the based wetting front depth.



2011 ◽  
Vol 361-363 ◽  
pp. 1946-1949
Author(s):  
Yi Fei Li ◽  
Tian Wei Qian ◽  
Li Juan Huo

In this paper,the effect of surfactant to the infiltration and the change of saturated hydraulic conductivity was studied by GUELPH PERMEAMETER. We investigated effects on soil infiltration by three representative surfactants.The results show that the existing of sodium dodecyl benzene sulfonate (SDBS), cetyl trimethyl ammonium bromide bromide (CTAB) and polyxyethylene fatty alcohol (AEO9) would decrease soil saturated hydraulic conductivity.





2021 ◽  
pp. 993-1002
Author(s):  
Yang Wei ◽  
Nan Lu ◽  
Bo Yan ◽  
Gang Li

The feasibility of mixing fly ash to sandy soil to build the artificial plow pan of paddy soil in the Yellow River beach was explored. Water infiltration characteristics, saturated hydraulic conductivity, saturated water content and water storage capacity of the artificial plow pan were measured by using laboratory column tests. The results showed that under the same bulk density, when the amount of fly ash increased, the movement rate of the plow pan wetting front, the infiltration rate and the saturated hydraulic conductivity were decreased, then the water content and water storage of the soil layer increased. When the application amount of the fly ash was the same, and when the compaction weight decreased, the wetting front movement rate and saturated hydraulic conductivity increased and the soil water content and water storage capacity decreased. Mixing of fly ash with sand at a ratio of 1:3 (by weight) was found to be ideal for making an artificial of plow pan having bulk density of 1.7 g/cm3. Bangladesh J. Bot. 50(3): 993-1002, 2021 (September) Special  



2021 ◽  
Author(s):  
Cuiting Dai ◽  
Yiwen Zhou ◽  
Zhaoxia Li ◽  
Tianwei Wang ◽  
Jun Deng

<p>Macropores have been widely recognized as preferential pathways for the rapid movement of water into soils. The objectives of this study were to characterize soil macropore structures using X-ray computed tomography (CT) and to explore the relationships between macropore characteristics and hydraulic properties of stony soils. To achieve these, a total of 18 soil columns were sampled from six sites (three sites covered with grass and three sites with forest) with stony soils located in a mountain watershed in the Three Gorges Reservoir Area of Central China. Field infiltration experiments were carried out at the sampling sites under near-saturated conditions using a tension disc infiltrometer. The three-dimensional macropore structures were visualized from X-ray CT images, and total macroporosity, connected macroporosity, macropore density, specific surface area, degree of anisotropy, fractal dimension, and hydraulic radius were characterized. The results showed that the largest total macroporosity and connected macroporosity were observed at forest sites. The macropore structure with high connectivity could facilitate greater water infiltration into the soils. The near-saturated hydraulic conductivity Kh was significantly higher at the forest sites than at the grassland sites at four water pressure heads. The stony soils studied had heterogenous macropore systems with large and well-connected macropores. The macroporosity of macropores with equivalent diameters between 0.5 and 2 mm was found best to predict the near-saturated hydraulic conductivity. Our study provides a helpful technique for a better understanding of stony soil macropores and hydraulic properties by a combination of 3D visualization methods and traditional hydraulic analysis.</p>



Author(s):  
Mohammad R. H. Gorakhki ◽  
Christopher Bareither ◽  
Joseph Scalia

A commingled waste rock and tailings test pile and a waste rock test pile were evaluated to determine saturated hydraulic conductivity and destructively sampled to measure dry density. The commingled test pile contained a mixture of filtered tailings and waste rock blended to isolate waste rock particles as inclusions within the tailings matrix. Test piles were constructed in the shape of truncated 5-m tall pyramids with 25-m base sides and flat 5-m × 5-m top surfaces, and instrumented to monitor water content (and additional geochemical indicator parameters) within the test pile and seepage from the base of the pile. Piles were decommissioned after 26 months of operation. Saturated hydraulic conductivities were measured using sealed double ring infiltrometers (2.4-m square outer-ring and 1-m square inner-ring). Tensiometers and embedded water content sensors were used to measure progression of the wetting front, and the final location of the wetting front in the commingled test pile was directly measured during decommissioning. Field-measured saturated hydraulic conductivities were compared to laboratory-measured results intended to simulate the test piles. Despite having a lower average density, the commingled waste rock and tailings had a hydraulic conductivity approximately 2.5-times lower than the waste rock.



2021 ◽  
Vol 69 (3) ◽  
pp. 332-346
Author(s):  
Larissa Virgínia da Silva Ribas ◽  
Artur Paiva Coutinho ◽  
Laurent Lassabatere ◽  
Severino Martins dos Santos Neto ◽  
Suzana Maria Gico Lima Montenegro ◽  
...  

Abstract The permeable pavement is a compensatory drainage technique for urban waters that aims to control runoff and to ensure ideal hydrological conditions. This work had as main objectives to evaluate the infiltration capacity of a permeable pavement (PP) at real scale, through analytical and numerical modeling. It relies on water infiltration experiments and related modeling for the hydrodynamic characterization of the coating layer (saturated hydraulic conductivity, Ks , and sorptivity, S). A large panel of analytical and numerical models was considered, and several estimates were obtained. Then, the criteria for the evaluation of the maintenance requirement of the permeable pavements were computed for all the Ks -estimates considering the NCRS standards (assessment of permeability levels). The results indicated nice fits and accurate estimates for both the saturated hydraulic conductivity and the sorptivity. However, the Ks -estimates depended on the considered model and led to contrasting results in terms of classification. For 8 of the 9 models, the value of the Ks -estimate leads to the classification of “Group A” of the NCRS soil classification, meaning a very permeable material. In contrasts, the last method (numerical inverse modeling) classified the permeable pavement as “Group D”, i.e., soils with low permeability. Those results show the importance of the selection of characterization methods regarding the assessment of the hydrological classification of permeable pavements.



2016 ◽  
Author(s):  
◽  
Syaharudin Bin Zaibon

[ACCESS RESTRICTED TO THE UNIVERSITY OF MISSOURI AT AUTHOR'S REQUEST.] Degraded claypan landscapes can be seen as a potential resource for bioenergy production. Therefore, an important decision needs to be made to determine where claypan landscapes for grain crops and perennial grasses can be planted to increase production and to minimize economic and environmental risks. The objectives of this study were (i) to evaluate the effects of reduced topsoil thickness and perennial switchgrass (Panicum virgatum L.) vs.a corn (Zea mays L.)-soybean [Glycine max (L.) Merr.] rotation on soil bulk density ([subscript p]b), saturated hydraulic conductivity (Ksat), soil water retention, and pore size distributions; (ii) to assess the influence of topsoil thickness on water infiltration in claypan soils for row crop and switchgrass production systems; and (iii) to determine the effect of topsoil thickness on soil thermal properties for switchgrass and row crop management systems. The experiment was carried out at the Soil Productivity Assessment for Renewable Energy and Conservation (SPARC) plots at the University of Missouri South Farm Research Center. Plots were recreated in 2009 with four levels of topsoil thickness (4, 11, 22, and 36 cm) on a Mexico silt loam (Vertic Epiaqualfs). Every plot was planted with either switchgrass or a corn-soybean rotation. The first objective results showed that soil under switchgrass had 53 and 27 percent higher macroporosity (greater than 1000 [mu]m diameter) and coarse mesoporosity (60-1000 [mu]m diameter), respectively, than row crop management. This caused 73 percent greater Ksat and 11 percent higher water content at saturation than row crop management. Thicker topsoil treatments (TopC and TopD) had constantly lower ρb and greater Ksat than the shallow topsoil treatments (TopA and TopB) for all sampling depths. Results from the second objective indicated that switchgrass planted on degraded soil (shallow topsoil treatment) resulted in greater Ks (estimated saturated hydraulic conductivity), S (sorptivity), qs (quasi-steady infiltration rate) and Kfs (field-saturated hydraulic conductivity) values than with row crop management for both 2014 and 2015 measurement years. Results for selected mean frequencies of 24-hour USDA-NRCS Type II storms showed that switchgrass increased estimated water infiltration, reduced estimated runoff, and decreased estimated time from water ponding to end of ponding compared with row crop management. The results of the third objective revealed that the switchgrass treatment had significantly higher SOC (soil organic carbon), greater [superscript 0] (water content) and lower [superscript p]b than the row crop treatment which resulted in decreased [lambda] (thermal conductivity) and D (thermal diffusivity) as well as increased Cv (volumetric heat capacity). The shallow topsoil thickness had greater thermal properties ([superscript lambda], D and Cv) than deep topsoil thickness due to higher concentration of smectitic clay in the surface soil horizon. Results of these studies imply that establishment of switchgrass on degraded land can improve soil physical, hydraulic and thermal properties and may enhance the productivity of degraded claypan soils, while supplying biofuel feedstocks.



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