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Journal articles on the topic 'Infiltration capacity'

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Author: Grafiati

Published: 4 June 2021

Last updated: 19 February 2022

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1

Salt, Charlotte, and Thomas R. Kjeldsen. "Infiltration capacity of cracked pavements." Proceedings of the Institution of Civil Engineers - Water Management 172, no. 6 (December 2019): 291–300. http://dx.doi.org/10.1680/jwama.18.00001.

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2

Tsai, Yao-Lung, Yie-Ru Chiu, Chao-Hsien Liaw, and Jui-Ling Chen. "Developing a Simple Approach for Estimating the Infiltration Capacity of Infiltration Gutters." Journal of Asian Architecture and Building Engineering 11, no. 1 (May 2012): 193–98. http://dx.doi.org/10.3130/jaabe.11.193.

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3

Zhu, Jianting, and Yanyan Cheng. "A New Visual Method to Determine Infiltration Rate from Infiltration Capacity Models." Natural Sciences Education 45, no. 1 (December 2016): nse2016.07.0020. http://dx.doi.org/10.4195/nse2016.07.0020.

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4

Du, Shang Hai. "Infiltration Rates Variation and its Factors Analysis in Groundwater Reservoir Infiltration Field." Applied Mechanics and Materials 170-173 (May 2012): 1833–36. http://dx.doi.org/10.4028/www.scientific.net/amm.170-173.1833.

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The infiltration capacity is a decisive factor to ensure the effective operation of groundwater reservoir. This study analysis the infiltration capacity variation and its factors based on the data of infiltration test in Hutuo River Groundwater Reservoir. The results show that, there is a high infiltration rate in the alternative field, the infiltration rate is 3m/d, and decreased by 50% as 1.4m/d 6 days later; the contrast of soil permeability, vertical permeable rate of aerial zone, permeability of saturation zone between pre-test and post-test show that, the vertical permeable rate of aerial zone and permeability of saturation zone vary little, the descend of soil permeability is the main factor of the infiltration capacity decay.

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5

Chen, Lili, Zhiyou Yuan, Hongbo Shao, Dexiang Wang, and Xingmin Mu. "Effects of Thinning Intensities on Soil Infiltration and Water Storage Capacity in a Chinese Pine-Oak Mixed Forest." Scientific World Journal 2014 (2014): 1–7. http://dx.doi.org/10.1155/2014/268157.

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Thinning is a crucial practice in the forest ecosystem management. The soil infiltration rate and water storage capacity of pine-oak mixed forest under three different thinning intensity treatments (15%, 30%, and 60%) were studied in Qinling Mountains of China. The thinning operations had a significant influence on soil infiltration rate and water storage capacity. The soil infiltration rate and water storage capacity in different thinning treatments followed the order of control (nonthinning): <60%, <15%, and <30%. It demonstrated that thinning operation with 30% intensity can substantially improve soil infiltration rate and water storage capacity of pine-oak mixed forest in Qinling Mountains. The soil initial infiltration rate, stable infiltration rate, and average infiltration rate in thinning 30% treatment were significantly increased by 21.1%, 104.6%, and 60.9%, compared with the control. The soil maximal water storage capacity and noncapillary water storage capacity in thinning 30% treatment were significantly improved by 20.1% and 34.3% in contrast to the control. The soil infiltration rate and water storage capacity were significantly higher in the surface layer (0~20 cm) than in the deep layers (20~40 cm and 40~60 cm). We found that the soil property was closely related to soil infiltration rate and water storage capacity.

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6

Danjo, Toru, and Tomohiro Ishizawa. "Quantitative Evaluation of the Relationship Between Slope Gradient and Infiltration Capacity Based on a Rainfall Experiment Using Pit Sand." Journal of Disaster Research 15, no. 6 (October 1, 2020): 745–53. http://dx.doi.org/10.20965/jdr.2020.p0745.

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The infiltration of rainfall into a slope surface may affect slope stability; thus, it is important to understand the amount of rainfall infiltration (hereafter referred to as the “infiltration capacity”) for a slope surface layer when evaluating slope stability. This research focuses on slope gradient, a factor affecting the infiltration capacity, and performs two types of water-spraying experiments using pit sand under the same conditions but with different slope gradients. In the first experiment, the surface flow rate and soil loss were measured using an earth-tank model with a horizontal distance of 0.5 m, depth of 0.1 m, and width of 0.2 m to form slope gradients of 2°, 20°, and 40° to clarify the effect of slope gradient on the infiltration capacity. In the second experiment, a water-spraying experiment that closely simulated natural rainfall was performed at a large-scale rainfall facility owned by the National Research Institute for Earth Science and Disaster Resilience (NIED), Japan. This experiment used an earth-tank model with a horizontal distance of 1.21 m, depth of 0.5 m, and width of 0.5 m to form slope gradients of 2°, 10°, 20°, 30°, and 40° with the aim of proposing a quantitative evaluation method for the relationship between the slope gradient and infiltration capacity. The results showed that the soil loss and infiltration capacity increased as the slope gradient increased in the case of the pit sand used in the experiments. This was confirmed to be due to the fact that an increased gradient allowed grains with diameters of <50 μm in the slope surface layer to flow out easily, thereby increasing the infiltration capacity. In addition, the relationship between the rainfall intensity and infiltration capacity revealed that the infiltration capacity varied depending on the rainfall intensity and slope gradient, which is unlike the relationship for constant values such as the permeability coefficient. Moreover, the research findings indicated a strong, positive linear relationship (R2 = 0.98) between the slope gradient and fitting factor Ic. Therefore, the relationship between rainfall intensity and the infiltration capacity could be expressed using the fitting factor Ic. This suggests the possibility of quantitatively evaluating the relationships between rainfall intensity, the infiltration slope gradient, and the infiltration capacity.

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7

Nasruddin and Aso. "Rain Effect Frequency of Infiltration Rate and Infiltration Capacity in Common Soil: Laboratory Test with Rainfall Simulator." Journal La Multiapp 1, no. 1 (January 30, 2020): 26–35. http://dx.doi.org/10.37899/journallamultiapp.v1i1.37.

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Analyzing the Influence of Rain Frequency Infiltration Rate and Infiltration Capacity in Common Soil Type (Laboratory Testing Study With Rainfall Simulator). Infiltration is the flow of water into the ground through the soil surface. This process is a very important part of the hydrological cycle and in the process of transferring rain into the flow of water in the soil before reaching the river. Infiltration (infiltration rate and capacity) is influenced by various variables, including soil type, slope inclination, density and type of vegetation, soil moisture content, and rainfall intensity. This study aims to determine the effect of rainfall frequency on the infiltration rate and infiltration capacity on common soil types. This research is a type of laboratory experimental research, using rainfall simulator tool. The soil used in this study is common soil type. Furthermore, artificial rain was provided with intensity I5, I15, and I25 and performed infiltration rate reading on the Drain Rainfall Simulator. The rate and capacity of infiltration in common soils increase proportionally to the increased intensity of rainfall, the higher the intensity of rainfall the higher the infiltration occurring at the same level of rain frequency. The rate and capacity of infiltration in common soils decrease proportionally to the increasing frequency of rain, the more the frequency of rain the smaller the infiltration occurring at the same level of rainfall intensity

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8

Cherkauer, Keith A., Laura C. Bowling, and Dennis P. Lettenmaier. "Variable infiltration capacity cold land process model updates." Global and Planetary Change 38, no. 1-2 (July 2003): 151–59. http://dx.doi.org/10.1016/s0921-8181(03)00025-0.

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9

Hiraoka, Marino, and Yuichi Onda. "Factors affecting the infiltration capacity in bamboo groves." Journal of Forest Research 17, no. 5 (October 2012): 403–12. http://dx.doi.org/10.1007/s10310-011-0311-4.

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10

Boogaard, Floris, and Terry Lucke. "Long-Term Infiltration Performance Evaluation of Dutch Permeable Pavements Using the Full-Scale Infiltration Method." Water 11, no. 2 (February 14, 2019): 320. http://dx.doi.org/10.3390/w11020320.

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This research used a newly developed, full-scale infiltration testing (FSIT) procedure to determine the saturated surface infiltration rate of 16 existing permeable pavement installations in the Netherlands that have been in service for a number of years. Newly installed permeable pavements in the Netherlands must demonstrate a minimum infiltration capacity of 194 mm/h (540 L/s/ha). Only four of the 16 pavements tested in this study had an infiltration capacity higher than 194 mm/h. Most previous research has focused on unsaturated infiltration rates. However, the results of this study show that the difference in infiltration capacity between saturated and unsaturated can differ by up to 300%. If the unsaturated infiltration capacity is used as design input for computer models, the infiltration capacity may be significantly overestimated. The study demonstrated that the FSIT method is a reliable and accurate way to measure surface infiltration rates of permeable pavements. However, it is recommended that a minimum of three different FSIT tests should be undertaken at the same pavement location, and that the results should be averaged, to ensure appropriate infiltration rates are observed, recorded, and used in design. The results of this study should help stormwater managers with the planning, testing, and scheduling of maintenance requirements for permeable pavements with more confidence so that they will continue to perform satisfactorily over their intended design life.

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11

Al-Janabi, Ahmed Mohammed Sami, Abdul Halim Ghazali, Badronnisa Yusuf, Saad Sh Sammen, Haitham Abdulmohsin Afan, Nadhir Al-Ansari, Shamsuddin Shahid, and Zaher Mundher Yaseen. "Optimizing Height and Spacing of Check Dam Systems for Better Grassed Channel Infiltration Capacity." Applied Sciences 10, no. 11 (May 28, 2020): 3725. http://dx.doi.org/10.3390/app10113725.

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The check dams in grassed stormwater channels enhance infiltration capacity by temporarily blocking water flow. However, the design properties of check dams, such as their height and spacing, have a significant influence on the flow regime in grassed stormwater channels and thus channel infiltration capacity. In this study, a mass-balance method was applied to a grassed channel model to investigate the effects of height and spacing of check dams on channel infiltration capacity. Moreover, an empirical infiltration model was derived by improving the modified Kostiakov model for reliable estimation of infiltration capacity of a grassed stormwater channel due to check dams from four hydraulic parameters of channels, namely, the water level, channel base width, channel side slope, and flow velocity. The result revealed that channel infiltration was increased from 12% to 20% with the increase of check dam height from 10 to 20 cm. However, the infiltration was found to decrease from 20% to 19% when a 20 cm height check dam spacing was increased from 10 to 30 m. These results indicate the effectiveness of increasing height of check dams for maximizing the infiltration capacity of grassed stormwater channels and reduction of runoff volume.

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12

Mašíček, Tomáš, F. Toman, and M. Vičanová. "Comparison of infiltration capacity of permanent grassland and arable land during the 2011 growing season." Acta Universitatis Agriculturae et Silviculturae Mendelianae Brunensis 60, no. 6 (2012): 257–66. http://dx.doi.org/10.11118/actaun201260060257.

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The aim of this paper was to compare the rate of infiltration and cumulative infiltration in permanent grassland (PG) and in arable land over the course of the 2011 growing season. The measurement of water infiltration into soil was conducted via ponded infiltration method based on the use of two concentric cylinders in field conditions. Kostiakov equations were applied to evaluate the ponded infiltration. Based on field measurements, the dependence of infiltration rate (v) on time (t) was determined and also the dependence of cumulative infiltration (i) on time (t). In order to determine physical properties of soil and carry out a grain size analysis, intact soil samples of plough layer from the depths of 10, 20 and 30 cm were collected using Kopecký cylinders along with individual infiltration attempt in each measurement carried out on experimental plots. In order to assess the infiltration capacity of soil on experimental plots, four measurements were conducted, each with three repetitions. Infiltration attempts were held on May 12, June 28, August 24 and October 6, 2011. On average, a faster water infiltration into soil and a higher cumulative infiltration during the 2011 growing period were detected in arable land. The soil’s initial water content has proven to be the crucial factor affecting the rate of water infiltration into soil in case of PG; in case of arable land, it was bulk density indicating the soil’s compaction. The PG showed a more balanced course of infiltration rate and cumulative infiltration values during the growing season. Arable land is characterized by a greater dispersion of measured values between individual measurement dates.

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13

Wahjunie, Enni Dwi, Dwi Putro Tejo Baskoro, and Suria Darma Tarigan. "The Peranan Pergerakan Air Dalam-Tanah dalam Menurunkan Aliran Permukaan." Jurnal Ilmu Pertanian Indonesia 26, no. 2 (April 29, 2021): 292–300. http://dx.doi.org/10.18343/jipi.26.2.292.

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The main cause of flooding and erosion that creates critical land in various regions in Indonesia is surface runoff. The surface runoff will occur if rainfall exceeds the capacity of soil water absorption (infiltration capacity). The soil management of each land use could improve the infiltration capacity. The water movement both on the surface and in the soil determines the water infiltration. This study predicts surface runoff based on the infiltration rate of various land uses and rainfall in the Ciliwung Watershed. A series of studies were performed in the upstream and middle areas of the watershed. Observations of soil properties, water movement, and rainfall were carried out in various dry land uses. The results showed that the soil's physical properties mostly determine the constant infiltration rate, which affected the water movement in the ground. The initial water content, the degree of saturation of the initial moisture content, and the soil's physical properties determine the time of constant infiltration rate. The value of constant rate infiltration and the time of its achievement define the amount of surface runoff that occurs. Keywords: hydraulic conductivity, run off, soil management, time achievement of infiltration capacity

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14

Iofin, Zinoviy. "Dependence between infiltration capacity and karst processes in river catchments." E3S Web of Conferences 163 (2020): 06007. http://dx.doi.org/10.1051/e3sconf/202016306007.

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The article shows the empirical dependence between the cavern volume filled with water and infiltration capacity. This dependence makes it possible to estimate how karst influences infiltration capacity and run-off and water balance as well.

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15

D, Allwin, and Madhavi Ganesan. "Partial Desilting of Irrigation Tank to Enrich the Recharge Capacity." European Journal of Engineering Research and Science 1, no. 1 (July 27, 2018): 64. http://dx.doi.org/10.24018/ejers.2016.1.1.100.

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The hydrology of Groundwater movement depends upon the physical and chemical characteristics of both soil and water. These features must be measured and related to subsurface storage space and water dynamics, so as to decide the feasibility of a site for recharge and to select suitable methods and systems of recharge. So that water may be efficiently stored underground and then used independently or conjunctively with releases from surface storage reservoirs. In irrigation tanks, heavy siltation is the main limiting factor for percolation efficiency. The study of geology or soil characteristics in the tank bed for the infiltration recharging system is rather more important. At the same time Hydraulic conductivity is also very important parameter. Therefore, estimates of initial infiltration rates are must for estimating hydraulic conductivities of infiltration system in irrigation tanks. In this study, it has been planned to assess the recharge behavior of the tank bed in order to locate the highly permeable zone for desilting by conducting geophysical survey to demarcate the location for infiltration test. The results obtained from the infiltration test were correlated with the soil properties. From the analysis, the recharge characteristics of the tank bed were assessed.

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16

Zhang, Gui-rong, Ya-jun Qian, Zhang-chun Wang, and Bo Zhao. "Analysis of Rainfall Infiltration Law in Unsaturated Soil Slope." Scientific World Journal 2014 (2014): 1–7. http://dx.doi.org/10.1155/2014/567250.

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In the study of unsaturated soil slope stability under rainfall infiltration, it is worth continuing to explore how much rainfall infiltrates into the slope in a rain process, and the amount of rainfall infiltrating into slope is the important factor influencing the stability. Therefore, rainfall infiltration capacity is an important issue of unsaturated seepage analysis for slope. On the basis of previous studies, rainfall infiltration law of unsaturated soil slope is analyzed. Considering the characteristics of slope and rainfall, the key factors affecting rainfall infiltration of slope, including hydraulic properties, water storage capacityθs−θr, soil types, rainfall intensities, and antecedent and subsequent infiltration rates on unsaturated soil slope, are discussed by using theory analysis and numerical simulation technology. Based on critical factors changing, this paper presents three calculation models of rainfall infiltrability for unsaturated slope, including (1) infiltration model considering rainfall intensity; (2) effective rainfall model considering antecedent rainfall; (3) infiltration model considering comprehensive factors. Based on the technology of system response, the relationship of rainfall and infiltration is described, and the prototype of regression model of rainfall infiltration is given, in order to determine the amount of rain penetration during a rain process.

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17

Mashayekhi, Parisa, Shoja Ghorbani-Dashtaki, Mohammad Reza Mosaddeghi, Hossein Shirani, and Ali Reza Mohammadi Nodoushan. "Different scenarios for inverse estimation of soil hydraulic parameters from double-ring infiltrometer data using HYDRUS-2D/3D." International Agrophysics 30, no. 2 (April 1, 2016): 203–10. http://dx.doi.org/10.1515/intag-2015-0087.

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AbstractIn this study, HYDRUS-2D/3D was used to simulate ponded infiltration through double-ring infiltrometers into a hypothetical loamy soil profile. Twelve scenarios of inverse modelling (divided into three groups) were considered for estimation of Mualem-van Genuchten hydraulic parameters. In the first group, simulation was carried out solely using cumulative infiltration data. In the second group, cumulative infiltration data plus water content ath= −330 cm (field capacity) were used as inputs. In the third group, cumulative infiltration data plus water contents ath= −330 cm (field capacity) andh= −15 000 cm (permanent wilting point) were used simultaneously as predictors. The results showed that numerical inverse modelling of the double-ring infiltrometer data provided a reliable alternative method for determining soil hydraulic parameters. The results also indicated that by reducing the number of hydraulic parameters involved in the optimization process, the simulation error is reduced. The best one in infiltration simulation which parametersα,n, andKswere optimized using the infiltration data and field capacity as inputs. Including field capacity as additional data was important for better optimization/definition of soil hydraulic functions, but using field capacity and permanent wilting point simultaneously as additional data increased the simulation error.

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18

Kang, Young Bok, Bong Jin Kim, Soo Jin Park, and Han Kuy Choi. "Estimation of Infiltration Curved Formulas by using Infiltration Capacity Experiment in the Hongcheun-River Watershed." Journal of korean society of hazard mitigation 12, no. 5 (October 31, 2012): 215–23. http://dx.doi.org/10.9798/kosham.2012.12.5.215.

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19

Mašíček, Tomáš, František Toman, Martina Vičanová, and Věra Hubačíková. "Evaluation of the infiltration capacity of soil in a winter wheat stand during the growing season 2010." Acta Universitatis Agriculturae et Silviculturae Mendelianae Brunensis 59, no. 6 (2011): 225–34. http://dx.doi.org/10.11118/actaun201159060225.

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The aim of the presented paper was to map the course of infiltration during the growing season of 2010 in a winter wheat stand on a selected locality in the Sazomín cadastral area on the basis of selected hydro-physical properties of soil (specific weight, reduced volume weight, actual soil moisture, absorptivity, retention water capacity, porosity, capillary, semi-capillary and non-capillary pores and aeration) evaluated from the analyses of undisturbed soil samples. In order to assess the infiltration capacity of soil at the U Jasana locality in the season April–October, four surveys were realized always with three measurements within each of the surveys. The measurement of infiltration took place in the form of basin irrigation. To evaluate field measurements of infiltration empirical relations were used, namely Kostiakov equations. The highest cumulative infiltration and speed of infiltration were noted in June at the high actual soil moisture and closed stand. In case of October measurement, effects of agro-technical operations became evident on the slightly lower infiltration capacity of soil as compared to June measurements at nearly identical moisture conditions. The lowest infiltration capacity of soil reaching the same level, namely in spite of different moisture conditions and the stand character (July – full-grown stand, August – stubble-field) was found in July and August.

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20

Nagatsuka, Yuka, Takashi Gomi, Marino Hiraoka, Shusuke Miyata, and Yuichi Onda. "Infiltration Capacity and Runoff Characteristics of a Forest Road." Journal of the Japanese Forest Society 96, no. 6 (2014): 315–22. http://dx.doi.org/10.4005/jjfs.96.315.

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21

Diskin, M. H., and N. Nazimov. "Ponding time and infiltration capacity variation during steady rainfall." Journal of Hydrology 178, no. 1-4 (April 1996): 369–80. http://dx.doi.org/10.1016/0022-1694(95)02798-x.

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22

Humplik, Thomas, Rishi Raj, Shalabh C. Maroo, Tahar Laoui, and Evelyn N. Wang. "Framework water capacity and infiltration pressure of MFI zeolites." Microporous and Mesoporous Materials 190 (May 2014): 84–91. http://dx.doi.org/10.1016/j.micromeso.2014.01.026.

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23

J. D. Williams, J. P. Dobrowolski, and N. E. West. "Microphytic Crust Influence on Interrill Erosion and Infiltration Capacity." Transactions of the ASAE 38, no. 1 (1995): 139–46. http://dx.doi.org/10.13031/2013.27822.

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24

HAYANO, Michiko, Masaru TOKASHIKI, Yu AMEMIYA, and Shingo YABASHI. "On the Infiltration Capacity in Urban Park Ground Surface." Journal of the Japanese Institute of Landscape Architects 57, no. 5 (1993): 133–38. http://dx.doi.org/10.5632/jila1934.57.5_133.

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25

Venvik, Guri, and Floris Boogaard. "Infiltration Capacity of Rain Gardens Using Full-Scale Test Method: Effect of Infiltration System on Groundwater Levels in Bergen, Norway." Land 9, no. 12 (December 15, 2020): 520. http://dx.doi.org/10.3390/land9120520.

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The rain gardens at Bryggen in Bergen, Western Norway, is designed to collect, retain, and infiltrate surface rainfall runoff water, recharge the groundwater, and replenish soil moisture. The hydraulic infiltration capacity of the Sustainable Drainage System (SuDS), here rain gardens, has been tested with small-scale and full-scale infiltration tests. Results show that infiltration capacity meets the requirement and is more than sufficient for infiltration in a cold climate. The results from small-scale test, 245–404 mm/h, shows lower infiltration rates than the full-scale infiltration test, with 510–1600 mm/h. As predicted, an immediate response of the full-scale infiltration test is shown on the groundwater monitoring in the wells located closest to the infiltration point (<30 m), with a ca. 2 days delayed response in the wells further away (75–100 m). Results show that there is sufficient capacity for a larger drainage area to be connected to the infiltration systems. This study contributes to the understanding of the dynamics of infiltration systems such as how a rain garden interacts with local, urban water cycle, both in the hydrological and hydrogeological aspects. The results from this study show that infiltration systems help to protect and preserve the organic rich cultural layers below, as well as help with testing and evaluating of the efficiency, i.e., SuDS may have multiple functions, not only storm water retention. The functionality is tested with water volumes of 40 m3 (600 L/min for 2 h and 10 min), comparable to a flash flood, which give an evaluation of the infiltration capacity of the system.

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26

Badalíková, Barbora, and Jaroslava Bartlová. "Effect of Various Compost Doses on the Soil Infiltration Capacity." Acta Universitatis Agriculturae et Silviculturae Mendelianae Brunensis 62, no. 5 (2014): 849–58. http://dx.doi.org/10.11118/actaun201462050849.

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In the years 2008–2012, the infiltration capacity was monitored in the different sites, viz. on the arable land and permanent grassland. In the permanent grassland site the soil was characterised as Leptic Cambisol, loamy sand with the depth of the top layer 0.20 m while on the arable land, it was classified as Eutric Cambisol, sandy loam with the maximum depth of the topsoil humus horizon 0. 40 m. Experimental variants with different doses of incorporated compost were as follows: Variant 1 –without compost incorporation, Variant 2 – compost incorporated in the dose of 80 t.ha−1, Variant 3 – compost incorporated in the dose of 150 t.ha−1. It was found out within the study period that the application of the higher compost doses showed a positive effect on infiltration rate in both localities. In Variant 3, the highest values of the water infiltration were recorded. It can be concluded that the highest dose of compost (150 t.ha−1) improved and accelerated both the infiltration and water holding capacity of soil for a longer period. With the exception of the year 2009, increased values of water infiltration were recorded on experimental plots with arable land than with permanent grassland. It was found also that after five years have not been marked differences between variants. It follows that the regular supply of organic matter is necessary, preferably after three years.

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27

Bäckström, M., and A. Bergström. "Draining function of porous asphalt during snowmelt and temporary freezing." Canadian Journal of Civil Engineering 27, no. 3 (June 1, 2000): 594–98. http://dx.doi.org/10.1139/l99-095.

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Urban runoff creates problems with flooding and pollution of receiving waters. Furthermore, cold climate conditions have a degenerating effect on stormwater systems and road constructions. Porous asphalt has been used as a wearing course on highways and in porous pavement constructions all around the world. The main focus of this study was to evaluate the function of porous asphalt in cold climates. Measurements of the draining function of porous asphalt were carried out in a climate room with adjustable temperature in the range -10°C to +20°C. At freezing point, the infiltration capacity of porous asphalt was approximately 50% of the infiltration capacity at +20°C. When the porous asphalt was exposed to alternating melting and freezing during 2 days, conditions similar to the snowmelt period, the infiltration capacity was reduced by approximately 90%. Based on the results of this study and previous studies, the infiltration capacity of porous asphalt was estimated to be 1-5 mm/min for snowmelt conditions.Key words: cold climate, infiltration, porous asphalt, porous pavement, stormwater.

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28

MOREIRA, Cesar Augusto, José Ricardo Melges BORTOLIN, Walter MALAGUTTI FILHO, and João Carlos DOURADO. "ALTERATIONS IN ELECTRICAL RESISTIVITY OF SANDY SOIL IN CONTROLLED EXPERIMENT BY INFLITRATION OF STILLAGE." Geosciences = Geociências 38, no. 1 (April 6, 2019): 147–56. http://dx.doi.org/10.5016/geociencias.v38i1.12697.

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The sugar and alcohol sector represents one of the most profitable economic activities in Brazil, being ethanol one of the main products. Among the residues related to the production of ethanol, it is highlighted the stillage, a liquid substance generated in the approximate proportion of 13 liters for each liter of ethanol produced. This paper presents the results of a stillage infiltration experiment, in various proportions, through trenches in sandy soil, with the aim to evaluate possible alterations in electrical properties in the geological materials, in individual experiments, with 60L, 300L and 900L of effluent. The initial proportion was defined based on a standard stipulated by the Environmental Agency of the State of São Paulo, which considers the cation exchange capacity of the soil, while the other quantities were defined from ratios of 4 and 15 times higher than those defined by legislation. The experiment was monitored by means of electrical resistivity measurements by indirect means through the geophysical method of Electroresistivity. The data indicate the absence of alterations in electrical properties in the soil below the point of infiltration in the experiment for 60L of stillage. The data for infiltrations with 300L and 900L revealed a zone of low resistivity below the infiltration point, basically limited to the 1m layer of sandy soil and with tendency for lateral flow supported by the soil/rock interface. The results demonstrate that the infiltration of inorganic solutions, in a proportion inferior to the cation exchange capacity of the soil, does not perceptibly alter its electrical properties in studies using the geophysical method of Electro resistivity, whereas proportions that exceed natural absorption capacity are characterized by the geoelectric signature of low resistivity.

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29

Davidsen, Steffen, Roland Löwe, Nanna H. Ravn, Lina N. Jensen, and Karsten Arnbjerg-Nielsen. "Initial conditions of urban permeable surfaces in rainfall-runoff models using Horton's infiltration." Water Science and Technology 77, no. 3 (November 16, 2017): 662–69. http://dx.doi.org/10.2166/wst.2017.580.

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Abstract Infiltration is a key process controlling runoff, but varies depending on antecedent conditions. This study provides estimates on initial conditions for urban permeable surfaces via continuous simulation of the infiltration capacity using historical rain data. An analysis of historical rainfall records show that accumulated rainfall prior to large rain events does not depend on the return period of the event. Using an infiltration-runoff model we found that for a typical large rain storm, antecedent conditions in general lead to reduced infiltration capacity both for sandy and clayey soils and that there is substantial runoff for return periods above 1–10 years.

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30

Huang, Shen Kai, Peng Fei Gu, Xin Yu Zhao, Qing Bao Pei, and Jin Long Gao. "One-Dimensional Vertical Infiltration Characteristics of Red Loam." Applied Mechanics and Materials 644-650 (September 2014): 5383–86. http://dx.doi.org/10.4028/www.scientific.net/amm.644-650.5383.

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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.

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31

Wati, Erna Kusuma. "Analisa kapasitas infiltrasi tanah pada lahan pertanian dan lokasi rencana tapak bangunan menggunakan metode horton." Navigation Physics : Journal of Physics Education 1, no. 2 (January 16, 2020): 63–68. http://dx.doi.org/10.30998/npjpe.v1i2.202.

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It has been done measurement of infiltration capacity on agricultural land in the National University Laboratory and the land plans of building sites in Grahayana, Karawang Barat. Analysis of the infiltration capacity data using the Horton equation model. Measuring the infiltration capacity of the field using a double infiltrometer ring and immersed into the ground. The water advance observation is measured in 5-minute intervals. Measurements were repeated for five days on each land use. The results of the research showed that the average value on agricultural land is relatively slow, which is 6.24 cm/h and on the Land plan site is relatively slow, namely at 5.41 cm/h.

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32

Kang, Young Bok, Bong Jin Kim, Soo Jin Park, and Han Kuy Choi. "Estimation of Effective Rainfall Guidance Considering Infiltration Capacity-Rainfall Intensity." Journal of Korean Society of Hazard Mitigation 13, no. 1 (February 28, 2013): 303–8. http://dx.doi.org/10.9798/kosham.2013.13.1.303.

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33

Sukhanovskii, Yu P., V. A. Vitovtov, A. V. Prushchik, Yu A. Solov`eva, and S. I. Sanzharova. "Assessment of soil infiltration capacity by using portable rainfall simulator." Dokuchaev Soil Bulletin, no. 78 (May 1, 2015): 31–41. http://dx.doi.org/10.19047/0136-1694-2015-78-31-41.

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34

Sañudo-Fontaneda, Luis, Valerio Andrés-Valeri, Jorge Rodriguez-Hernandez, and Daniel Castro-Fresno. "Field Study of Infiltration Capacity Reduction of Porous Mixture Surfaces." Water 6, no. 3 (March 24, 2014): 661–69. http://dx.doi.org/10.3390/w6030661.

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35

Jorgensen, David W., and Thomas W. Gardner. "INFILTRATION CAPACITY OF DISTURBED SOILS: TEMPORAL CHANGE AND LITHOLOGIC CONTROL." Journal of the American Water Resources Association 23, no. 6 (December 1987): 1161–72. http://dx.doi.org/10.1111/j.1752-1688.1987.tb00868.x.

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36

Langhans, Christoph, Gerard Govers, Jan Diels, Annemie Leys, Wim Clymans, An Van den Putte, and Jan Valckx. "Experimental rainfall–runoff data: Reconsidering the concept of infiltration capacity." Journal of Hydrology 399, no. 3-4 (March 2011): 255–62. http://dx.doi.org/10.1016/j.jhydrol.2011.01.005.

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37

Meng, Changqing, Jianzhong Zhou, Minglong Dai, Shuang Zhu, Xiaoming Xue, and Lei Ye. "Variable infiltration capacity model with BGSA-based wavelet neural network." Stochastic Environmental Research and Risk Assessment 31, no. 7 (April 25, 2017): 1871–85. http://dx.doi.org/10.1007/s00477-017-1413-0.

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38

Goh Eng Giap, Rudiyanto, and Mohd Sofiyan Sulaiman. "Water Infiltration into Sand, Silt, and Clay at Field Capacity." Journal of Advanced Research in Fluid Mechanics and Thermal Sciences 84, no. 2 (July 24, 2021): 159–66. http://dx.doi.org/10.37934/arfmts.84.2.159166.

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Field capacity (FC), permanent wilting (PWP), and plant available water (PAW) are essential parameters to estimate for soils because they are essential for water irrigation management. However, these parameters were reported in water volume per unit soil volume. Knowing the soil required water volume does not imply immediate water availability, that is, the speed at which the water could be supplied to the soil. This is because there is a lag time between water irrigation initiation and the water increment in the soil depth. This study uses the field capacity’s soil water content to simulate the water infiltration using Richards’ equation. The studied soil medium was silt, sand, and clay. The study allows an estimate of water infiltration time and infiltrated water to relate to the soil depth of interest. The clayey has the highest FC, and the silty soil has the highest PAW. The results revealed silty soil could contain more readily water for plant growth than sand and clay. This study also revealed silty soil to be a better soil medium than sand and clay. It has the best tradeoff between water infiltration time and the infiltrated amount of water for plant absorption. This study’s coupling technique will be a useful tool for farmers and field practitioners to assess any site based on the soil texture at an early stage of water irrigation investigation.

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39

HIRAOKA, Toru, Hiromi YUKI, and Minjiao LU. "CATCHMENT STORAGE CAPACITY AND FINAL INFILTRATION CAPACITY ESTIMATED FROM LAND USE FOR DISTRIBUTED HYDROLOGICAL MODEL." Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering) 68, no. 2 (2012): 103–8. http://dx.doi.org/10.2208/jscejhe.68.103.

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40

Chen, Jun Min. "Comparative Experiment Study on the Total Phosphorus Removal Efficiency of Different Infiltration Media Combinations in the CRI System." Advanced Materials Research 415-417 (December 2011): 1735–39. http://dx.doi.org/10.4028/www.scientific.net/amr.415-417.1735.

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The total phosphorus removal efficiency is very low and the TP concentration of the effluent can not reach the national standard of GB18918-2002 in CRI system. In order to solve these problems, a series of comparative experiments on phosphorus adsorption capacity of 5 kinds of special infiltration media are carried out. And then another series of comparative experiments on the total phosphorus removal efficiency of 4 kinds of infiltration media combinations are also conducted, the experimental results show that the phosphorus adsorption capacity of sponge iron is the best one among the special infiltration media selected；the phosphorus removal efficiency of the infiltration media including 1/6 sponge iron is much better than the infiltration media including only sand; and the phosphorus removal efficiency of the infiltration media combination with sponge iron homogeneously mixed with sand, is better than the infiltration media combination with the same weight of sponge iron concentrated. The experimental results will help to explore the development of the new type composite infiltration media of the CRI System.

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41

Stenmark, Christer. "An alternative road construction for stormwater management in cold climates." Water Science and Technology 32, no. 1 (July 1, 1995): 79–84. http://dx.doi.org/10.2166/wst.1995.0019.

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A field study of an infiltration and detention facility in northern Sweden is presented. Streets in a housing area were reconstructed to increase the permeable area. Permeable asphalt was used covering a coarse fill material and swales (ditches) were constructed along both sides of the streets. The project will include studies of the water balance during different seasons, frost heave and frost penetration of the streets and the stormwater quality. Due to the reduced infiltration capacity during snowmelt periods, detailed studies will be performed on components of the facility that are important for the disposal of meltwater. Some initial tests of the infiltration capacity of permeable asphalt in cold temperatures indicated sufficient capacity during snowmelt periods.

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Danz, Mari, William Selbig, and Nicolas Buer. "Assessment of Restorative Maintenance Practices on the Infiltration Capacity of Permeable Pavement." Water 12, no. 6 (May 30, 2020): 1563. http://dx.doi.org/10.3390/w12061563.

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Permeable pavement has the potential to be an effective tool in managing stormwater runoff through retention of sediment and other contaminants associated with urban development. The infiltration capacity of permeable pavement declines as more sediment is captured, thereby reducing its ability to treat runoff. Regular restorative maintenance practices can alleviate this issue and prolong the useful life and benefits of the system. Maintenance practices used to restore the infiltration capacity of permeable pavement were evaluated on three surfaces: Permeable interlocking concrete pavers (PICP), pervious concrete (PC), and porous asphalt (PA). Each of the three test plots received a similar volume of runoff and sediment load from an adjacent, impervious asphalt parking lot. Six different maintenance practices were evaluated over a four-year period: Hand-held pressure washer and vacuum, leaf blower and push broom, vacuum-assisted street cleaner, manual disturbance of PICP aggregate, pressure washing and vacuuming, and compressed air and vacuuming. Of the six practices tested, five were completed on PICP, four on PC, and two on PA. Nearly all forms of maintenance resulted in increased average surface infiltration rates. Increases ranged from 94% to 1703% for PICP, 5% to 169% for PC, and 16% to 40% for PA. Disruption of the aggregate between the joints of PICP, whether by simple hand tools or sophisticated machinery, resulted in significant (p ≤ 0.05) gains in infiltration capacity. Sediment penetrated into the solid matrix of the PC and PA, making maintenance practices using a high-pressure wash followed by high-suction vacuum the most effective for these permeable pavement types. In all instances, when the same maintenance practice was done on multiple surfaces, PICP showed the greatest recovery in infiltration capacity.

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43

Wahyuni, Elfika, Syakur Syakur, and Khairullah Khairullah. "Karakteristik Sifat Fisika Tanah Terhadap Kapasitas Infiltrasi Di Kecamatan Syiah Kuala Kota Banda Aceh." Jurnal Ilmiah Mahasiswa Pertanian 4, no. 4 (March 8, 2020): 648–56. http://dx.doi.org/10.17969/jimfp.v4i4.12619.

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Abstrak.Infiltrasi adalah aliran air secara vertikal ke dalam tanah melalui permukaan tanah. Kapasitas infiltrasi adalah kemampuan tanah dalam merembeskan banyaknya air ke dalam tanah. Kapasitas infiltrasi tanah yang rendah, akan menyebabkan sebagian besar curah hujan yang jatuh pada suatu daerah akan menjadi genangan di permukaan tanah dan mengalir menjadi aliran permukaan hingga hanya sebagian kecil yang masuk ke dalam tanah yang menjadi simpanan air tanah. Efeknya pada musim penghujan kemungkinan terjadi banjir dan pada musim kemarau akan terjadi kekeringan. Sebaliknya kapasitas infiltrasi tanah yang tinggi juga akan merugikan karena dapat menurunkan produktivitas lahan pertanian karena dapat menyebabkan meningkatnya proses pencucian unsur hara tanah. Penelitian ini bertujuan untuk mengetahui pengaruh karakteistik sifat fisika tanah tehadap kapasitas infiltrasi di Kecamatan Syiah Kuala Kota Banda Aceh. Penelitian ini dilakukan di Kecamatan Syiah Kuala, Kota Banda Aceh dengan melakukan pengamatan langsung di lapangan. Hasil penelitian menunjukkan bahwa kapasitas infiltrasi yaitu berada pada kriteria lambat (0,1-0,5), agak lambat (0,5-2,0) dan sangat lambat (0,1) cm/menitPhysical Characteritics of Soil Towards Infiltration Capacity In Syiah Kuala District Banda Aceh.Abstract. Infiltration is a stream vertically into the sewers through the surface. The capacity for infiltration is the ability of the soil to rejuvenate an amount of water into the ground. This low land infiltration capacity will cause most of the rainfall that falls on an area to become a surface puddle and flow into surface streams so that only a small section of soil is deposited in a reservoir of groundwater. The effect in the rainy season is likely to occur and the dry season there will be drought. In countrast the high earth infiltration capacity will also be detrimental as lowering agricultural productivity because it can cause an increase in the land washing process. This study aims to know the influence of characteristic properties of soil physics on the infiltration capacity in syiah kuala, banda aceh. This study was conducted in the east ridge of syiah kuala, banda aceh by making direct observation in the field and its continuing with the lab analysis. Research show that the infiltration capacity will be on slow criteria (0,1-0,5), a little slow (0,5-2,0), and very slow (0,1) cm/min.

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Utaya, Sugeng. "Pengaruh Perubahan Penggunaan Lahan terhadap Sifat Biofisik Tanah dan Kapasitas Infiltrasi di Kota Malang." Forum Geografi 22, no. 2 (December 20, 2008): 99. http://dx.doi.org/10.23917/forgeo.v22i2.4986.

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Land use management causes the changes of the function of the land in the city. The change of the function of uncultivated land to be cultivated land has a potential to change soil biophysical characteristic, and at the same time, it decreases the absorption of soil water. This research aims: (1) to study the influence of the landuse change towards soil biophysical characteristics, (2) to study the correlation between soil biophysical characteristics and infiltration capacity, and (3) to study the influence of the landuse change towards the infiltration capacity. The landuse change is studied by comparing the ongoing mapping documents. Soil biophysical characteristics consist of root biomass, number of worms, soil organic matter (SOM), and porosity. The root biomass is obtained by root density, the number of worms is identified with monolith and hand sorting method, the SOM is identified with fraction analysis, and the porosity is identified with cylinder and pignometer method. The water absorption is measured with the plot experiment. The influence of the landuse towards soil biophysical traits is analyzed T-test and the influence of landuse change towards infiltration capacity is analyzed correlatively. This research gains the results that: (1) the landuse change causes the change of soil biophysical traits, too, and the soil biophysical traits change causes, furthermore, the declining of the land capability in absorbing water, and (2) the amount of the infiltration capacity is caused by soil biophysical traits, mostly by root biomass, number of worms, and the SOM, and (3) the landuse change causes the declining of infiltration capacity.

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45

Monrabal-Martinez, Carlos, Elena Scibilia, Sønke Maus, and Tone M. Muthanna. "Infiltration Response of Adsorbent Amended Filters for Stormwater Management under Freezing/Thawing Conditions." Water 11, no. 12 (December 12, 2019): 2619. http://dx.doi.org/10.3390/w11122619.

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Coastal cold climates experience frequent intermittent melting and freezing periods over the cold period. This intermittent freezing in stormwater systems affects the infiltration capacity and hence the performance. This paper investigates the infiltration capacity of engineered filter media (composed of sand mixed with charcoal, pine bark, or olivine) under freezing temperatures in a column-based laboratory setup. Infiltration into partially frozen filter media was replicated using a climate room. The filter media in the columns were brought to −2.5 °C, and water at +2 °C was percolated through the columns with a constant head of 5 cm. Infiltration performance was assessed by observing the time until breakthrough, and the infiltration rate 24 h after breakthrough. The results were compared to the observed hydraulic conductivity for the unfrozen filter media. A novel approach combining the unfrozen water content curves with X-ray tomographic (XRT) images of the materials was adopted to better understand the thermal and infiltration processes. Breakthrough was observed between ca. 21 and 56 h in all columns. The column with homogeneously mixed filter media with sand yielded the quickest breakthrough. The infiltration rates were higher than recommendations for infiltration-based systems in cold climates, making them a suitable option in cold climates.

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46

Jiang, Ruiqi, Tianxiao Li, Dong Liu, Qiang Fu, Renjie Hou, Qinglin Li, Song Cui, and Mo Li. "Soil infiltration characteristics and pore distribution under freezing–thawing conditions." Cryosphere 15, no. 4 (May 2, 2021): 2133–46. http://dx.doi.org/10.5194/tc-15-2133-2021.

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Abstract. Frozen soil infiltration widely occurs in hydrological processes such as seasonal soil freezing and thawing, snowmelt infiltration, and runoff. Accurate measurement and simulation of parameters related to frozen soil infiltration processes are highly important for agricultural water management, environmental issues, and engineering problems in cold regions. Temperature changes cause soil pore size distribution variations and consequently dynamic infiltration capacity changes during different freeze–thaw periods. To better understand these complex processes and to reveal the freeze–thaw action effects on soil pore distribution and infiltration capacity, black soils, meadow soils, and chernozem were selected as test subjects. These soil types account for the largest arable land area in Heilongjiang Province, China. Laboratory tests of soils at different temperatures were conducted using a tension infiltrometer and ethylene glycol aqueous solution. The stable infiltration rate and hydraulic conductivity were measured, and the soil pore distribution was calculated. The results indicated that for the different soil types, macropores, which constituted approximately 0.1 % to 0.2 % of the soil volume under unfrozen conditions, contributed approximately 50 % of the saturated flow, and after soil freezing, the soil macropore proportion decreased to 0.05 % to 0.1 %, while the saturated flow proportion decreased to approximately 30 %. Soil moisture froze into ice crystals inside relatively large pores, resulting in numerous smaller-sized pores, which reduced the number of macropores but increased the number of smaller-sized mesopores, so that the frozen soil infiltration capacity was no longer solely dependent on the macropores. After the ice crystals had melted, more pores were formed within the soil, enhancing the soil permeability.

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47

Hiraoka, Marino, Yuichi Onda, Hiroaki Kato, Shigeru Mizugaki, Takashi Gomi, and Kazuki Nanko. "Effects of Understory Vegetation on Infiltration Capacity in Japanese Cypress Plantation." Journal of the Japanese Forest Society 92, no. 3 (2010): 145–50. http://dx.doi.org/10.4005/jjfs.92.145.

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48

Rangkang, J., L. Samang, S. Adisasmita, and M. Hustim. "The infiltration capacity of eco-concrete paving on different block shapes." IOP Conference Series: Earth and Environmental Science 419 (February 8, 2020): 012086. http://dx.doi.org/10.1088/1755-1315/419/1/012086.

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49

Khoshravesh-Miangoleh, M., and A. R. Kiani. "Effect of magnetized water on infiltration capacity of different soil textures." Soil Use and Management 30, no. 4 (August 20, 2014): 588–94. http://dx.doi.org/10.1111/sum.12140.

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50

Akinbile, Christopher O., Olanipo A. Famuyiwa, Fidelis O. Ajibade, and Toju E. Babalola. "Impacts of Varying Tillage Operations on Infiltration Capacity of Agricultural Soils." International Journal of Soil Science 11, no. 2 (March 15, 2016): 29–35. http://dx.doi.org/10.3923/ijss.2016.29.35.

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