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1

Li, Ning, Yuxiang Tian, Biao Ma, and Dongxia Hu. "Experimental Investigation of Water-Retaining and Mechanical Behaviors of Unbound Granular Materials under Infiltration." Sustainability 14, no. 3 (2022): 1174. http://dx.doi.org/10.3390/su14031174.

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Unbound granular materials (UGM) in permeable pavement will experience large numbers of infiltration during their service-life. The frequently changed moisture not only affects the cooling effect of permeable pavement, but also influences the mechanical behaviors of UGM. However, evidence is lacking to state the influence of infiltration on the behaviors of UGM, which is commonly in fully permeable pavement. Considering the influence of infiltration, this study conducted experimental tests to investigate the effect on the water-retaining and bearing capacity of UGM. With the water-retaining te
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2

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

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3

Dr., K. Murali, Prasanth S., Saravanan R., Selvapandi M., and S. Vigneshkumar G. "ASSESSMENT OF FACTORS INFLUENCING INFILTRATION CAPACITY OF SOIL." International Journal of Engineering Research and Modern Education Special Issue, April 2017 (2017): 171–75. https://doi.org/10.5281/zenodo.573210.

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The infiltration process is an important factor in the hydrological cycle, the phenomena deserves special attention in watershed management plan. The present study has been carried out to investigate the impact of soil surface characteristics and slope angle on infiltration rate. The factors influencing infiltration rate was studied using rainfall simulator for an experimental plot of 1980 sq.cm., the duration of rainfall has been selected as 5, 10 and 15 minutes respectively for the entire analysis. The infiltration was calculated from the values obtained from calibration run and test run. In
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4

Andayono, Totoh, Mas Mera, Junaidi -, Dalrino -, Riko Maiyudi, and Aulia H. Burhamidar. "ARTIFICIAL INFILTRATION MODEL TO INCREASE INFILTRATION CAPACITY IN URBAN RESIDENTIAL LAND." Water Conservation & Management 8, no. 4 (2024): 396–401. https://doi.org/10.26480/wcm.04.2024.396.401.

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The change of land use from rainwater catchment area to residential land has an effect on changes in soil parameters. These changes can reduce infiltration capacity. The aim of this research is to design an artificial infiltration model to increase infiltration capacity in urban residential land with the criteria: easy to make, economical, can be applied on limited area, does not disturb bearing capacity, and can be integrated with the urban drainage system. This new infiltration model considers the groundwater level, embankment thickness, and the ratio of yard area to house area. This artific
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Andayono, Totoh, Mas Mera, Junaidi Junaidi, and Dalrino Dalrino. "Infiltration capacity based on soil geophysical constants using artificial infiltration in residential land." Teknomekanik 7, no. 2 (2024): 126–38. https://doi.org/10.24036/teknomekanik.v7i2.31372.

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Conversion of catch-land into residential land in urban areas reduces infiltration, and increases surface flow and flood risk. Artificial infiltration is a potential solution to increase infiltration capacity, but its effectiveness is highly dependent on the physical characteristics of the soil, including geophysical constants. This study aims to determine the level of infiltration capacity based on the value of soil geophysical constants using artificial infiltration in residential land in Padang. Measurements were carried out using the Horton method and double-ring infiltrometer in several r
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Andayono, Totoh, Mas Mera, Junaidi Junaidi, and Dalrino Dalrino. "Enhancing Infiltration Capacity in Urban Residential Land Using Artificial Infiltration Device." Civil Engineering and Architecture 13, no. 1 (2025): 95–104. https://doi.org/10.13189/cea.2025.130105.

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7

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 substa
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8

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 aeria
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9

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 (2012): 193–98. http://dx.doi.org/10.3130/jaabe.11.193.

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10

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

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11

Arrosyidah, Mosy R., Djayus Djayus, Mislan Mislan, and Rahmiati Munir. "Laju Infiltrasi Air di Lubang Biopori pada Berbagai Jenis Tanah di Kelurahan Loa Bakung." GEOSAINS KUTAI BASIN 7, no. 1 (2024): 28. https://doi.org/10.30872/geofisunmul.v7i1.1237.

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The reduction of green open space results in a lack of infiltration of rainwater into the soil and an increase in the amount of surface flow, one solution to overcome these problems is to implement a biopore infiltration hole system. This study aims to determine the rate and capacity of water infiltration in biopore holes based on various soil types in Loa Bakung Village. The infiltration rate was determined through direct measurement at 9 points in 3 locations with gleisol, podzolic, and podzolic haplik soil types, then measured by putting water into a hole with a diameter of 10 cm with a dep
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12

Raue, Rebecca, Ann-Christin Frank, Dominik C. Fuhrmann, et al. "MicroRNA-200c Attenuates the Tumor-Infiltrating Capacity of Macrophages." Biology 11, no. 3 (2022): 349. http://dx.doi.org/10.3390/biology11030349.

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Macrophages constitute a major part of the tumor-infiltrating immune cells. Within the tumor microenvironment, they acquire an alternatively activated, tumor-supporting phenotype. Factors released by tumor cells are crucial for the recruitment of tumor-associated macrophages. In the present project, we aimed to understand the role of hsa-miR-200c-3p (miR-200c) in the interplay between tumor cells and macrophages. To this end, we employed a coculture system of MCF7 breast tumor cells and primary human macrophages and observed the transfer of miR-200c from apoptotic tumor cells to macrophages, w
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13

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 (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
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14

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 (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.
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15

Boogaard, Floris, and Terry Lucke. "Long-Term Infiltration Performance Evaluation of Dutch Permeable Pavements Using the Full-Scale Infiltration Method." Water 11, no. 2 (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 th
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16

Al-Janabi, Ahmed Mohammed Sami, Abdul Halim Ghazali, Badronnisa Yusuf, et al. "Optimizing Height and Spacing of Check Dam Systems for Better Grassed Channel Infiltration Capacity." Applied Sciences 10, no. 11 (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 estimat
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17

Atalar, Furkan, Pedro A. M. Leite, and Bradford P. Wilcox. "A Comparison of Three Methodologies for Determining Soil Infiltration Capacity in Thicketized Oak Woodlands and Adjacent Grasslands." Water 17, no. 4 (2025): 518. https://doi.org/10.3390/w17040518.

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This study had two primary objectives: (1) to determine relative differences in soil infiltration capacity between native grasslands and thicketized oak woodlands and (2) to compare the effectiveness of three infiltration measurement techniques—rainfall simulation, an automated Simplified Steady Beerkan Infiltration (SSBI) method, and the Saturo dual-head infiltrometer. The study was conducted at three sites with clay, loamy sand, and sandy soils. Rainfall simulation captured significant infiltration differences between vegetation covers at all three sites, while SSBI did so at two sites, and
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18

HAR, Rusli, Aprisal, Werry Darta Taifur, and Teguh Haria Aditia Putra. "The effect of land uses to change on infiltration capacity and surface runoff at latung sub watershed, Padang City Indonesia." E3S Web of Conferences 331 (2021): 08002. http://dx.doi.org/10.1051/e3sconf/202133108002.

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Changes in land use in the Air Dingin watershed (DAS) area in Padang City, Indonesia, lead to a decrease in rainwater infiltration volume to the ground. Some land use in the Latung sub-watershed decrease in infiltration capacity with an increase in surface runoff. This research aims to determine the effect of land-use changes on infiltration capacity and surface runoff. Purposive sampling method was used in this research. The infiltration capacity was measured directly in the field using a double-ring infiltrometer, and the data was processed using the Horton model. The obtained capacity was q
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19

Showkat, Rakshanda, and G. L. Sivakumar Babu. "Bearing capacity of shallow footing on an unsaturated embankment upon infiltration." E3S Web of Conferences 382 (2023): 07004. http://dx.doi.org/10.1051/e3sconf/202338207004.

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Due to rapid urbanization and population growth, construction activities have been increased on slopes of unsaturated hilly regions. Thus, constructing shallow footings on these slopes is a common method for supporting infrastructure construction. The main factor causing instability of these unsaturated slopes is the loss of suction upon infiltration resulting in footing failures. Thus, in this study, a shallow footing restingon an unsaturated embankment modelled using Barcelona basic model (BBM) has been numerically analysed to investigate the influence of various factors affecting the bearin
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20

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 (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
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21

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

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22

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 (2003): 151–59. http://dx.doi.org/10.1016/s0921-8181(03)00025-0.

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23

Diamond, John, and Thomas Shanley. "Infiltration rate assessment of some major soils." Irish Geography 36, no. 1 (2014): 32–46. http://dx.doi.org/10.55650/igj.2003.225.

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An evaluation of the risk of overland flow is needed in order to minimise the risk of transferring pollutants from soil to rivers and lakes. The infiltration capacity of soil influences the occurrence of overland flow. The objectives of this study were to assess the infiltration capacity of some extensive soils in Ireland and also its spatial and temporal variability. Infiltration capacity was measured using double-ring infiltrometers at one poorly drained, one imperfectly drained and eight freely drained sites. The first series of measurements was performed for one day in summer. Eight years
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24

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, inc
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25

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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26

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 phys
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27

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 (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 capaci
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28

Banjarina, Friska Aprilia, Badaruddin Badaruddin, and Syarifuddin Kadir. "ANALISIS INFILTRASI BERBAGAI UNIT LAHAN YANG BERBEDA PADA SUB DAS BANYU IRANG DAS MALUKA." JURNAL RIMBA LESTARI 1, no. 1 (2021): 47–58. http://dx.doi.org/10.29303/rimbalestari.v1i1.388.

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The purpose of this study is to analyze the infiltration rate in land units with different types of land cover in the Banyu Irang Sub Watershed in the Maluka Watershed. Analyzing the volume and infiltration capacity of land units with different types of land cover in the Banyu Irang watershed in the Maluka Watershed. The method used in this research is the Horton method. Factors affecting infiltration are soil texture, soil bulk density, total soil porosity, soil organic matter, and soil moisture content. The results of the study show the value of the rate, volume dan capacity of infiltration,
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29

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 re
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30

Nofitasari, Nofitasari, Muhammad Ruslan, and Syarifuddin Kadir. "STUDI INFILTRASI DI DAS DUA LAUT KABUPATEN TANAH BUMBU PROVINSI KALIMANTAN SELATAN." Jurnal Sylva Scienteae 3, no. 5 (2020): 919. http://dx.doi.org/10.20527/jss.v3i5.2560.

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Infiltration is part of the hydrologic cycle, namely the process of entering water from the surface into the soil. Infiltration is affected by vegetation, slope dan soil type. This study aims to analyze the amount of capacity and volume of infiltration in open land, shrubs and rubber plantations in the DAS Dua Laut. The reseach method uses the Horton formula with the observation point using purposive sampling with regard to various land cover and slope classes. The results showed that the highest value of infiltration capacity in rubber plantation land cover at slopes of 0-8% with a value of 1
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31

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 (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 characteristic
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32

D, Allwin, and Madhavi Ganesan. "Partial Desilting of Irrigation Tank to Enrich the Recharge Capacity." European Journal of Engineering and Technology Research 1, no. 1 (2018): 64–69. http://dx.doi.org/10.24018/ejeng.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 characteristic
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33

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 (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, w
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34

Ren, Xiuzi, Xiaohong Chai, Yuanyuan Qu, et al. "Restoration of Grassland Improves Soil Infiltration Capacity in Water-Wind Erosion Crisscross Region of China’s Loess Plateau." Land 12, no. 8 (2023): 1485. http://dx.doi.org/10.3390/land12081485.

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Soil water infiltration is a key mechanism for meeting plant water demand and groundwater recharge cycles; however, unreasonable land use practices cause reduced infiltration capacity and greater soil erosion. To date, differences in the properties of aeolian sandy soil and Pisha sandstone soil under different utilization methods as well as in soil properties, aggregates, and infiltration among kind of soil types, remain poorly understood. In this work, 54 soil samples of cropland and grassland were selected to identify the unique characteristics of soil infiltration processes under transition
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35

Guo, Yanrui, Chongshan Wan, Shi Qi, et al. "Soil Infiltration Characteristics and Driving Mechanisms of Three Typical Forest Types in Southern Subtropical China." Water 17, no. 12 (2025): 1720. https://doi.org/10.3390/w17121720.

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Plant roots and soil properties play crucial roles in regulating soil hydrological processes, particularly in determining soil water infiltration capacity. However, the infiltration patterns and underlying mechanisms across different forest types in subtropical regions remain poorly understood. In this study, we measured the infiltration characteristics of three typical stands (pure Phyllostachys edulis forest, mixed Phyllostachys edulis-Cunninghamia lanceolata forest, and pure Cunninghamia lanceolata forest) using a double-ring infiltrometer. Stepwise multiple regression and structural equati
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36

Rolina, Monika, Syarifuddin Kadir, and Badaruddin Badaruddin. "ANALISIS INFILTRASI PADA BERBAGAI TUTUPAN LAHAN DI KAWASAN HUTAN DENGAN TUJUAN KHUSUS (KHDTK) MANDIANGIN PROVINSI KALIMANTAN SELATAN." Jurnal Sylva Scienteae 6, no. 1 (2023): 125. http://dx.doi.org/10.20527/jss.v6i1.8205.

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Infiltration can affects hydrological cycle in area. The infiltration process is also required by vegetation. Infiltration can occur in various land covers. This study has a purpose was to determine the infiltration rate on various land covers, determine the capacity and volume of infiltration on various land covers in the Special Purpose Forest Area (SPFA) Mandiangin, South Kalimantan. Land cover in this study was grouped into 4 namely reeds, shrubs, rubber and secondary forest. Primary data collection was carried out directly in the field using an infiltrometer to further analyze the infiltr
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37

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 – c
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38

Pratiwi, Yesi Eka, Syarifuddin Kadir, and Badaruddin Badaruddin. "ANALISIS INFILTRASI PADA BERBAGAI TUTUPAN LAHAN DI SUB DAS BATI-BATI DAS MALUKA KALIMANTAN SELATAN." Jurnal Sylva Scienteae 4, no. 5 (2021): 928. http://dx.doi.org/10.20527/jss.v4i5.4217.

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Land cover can affect the physical properties of soil related to the pace, volume and capacity of infiltration on a land. The purpose of this research is to know the pace of infiltration and to analyze the large capacity and volume of infiltration on several different land cover in Sub DAS Bati-Bati DAS Maluka. Data collection required is primary data and secondary data. The research method is purposive sampling means the retrieval of infiltration data, laying of infiltrometer tools and soil sampling with the ring samples in the area that can be considered to represent all areas research. The
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Bäckström, M., and A. Bergström. "Draining function of porous asphalt during snowmelt and temporary freezing." Canadian Journal of Civil Engineering 27, no. 3 (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 p
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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 (2012): 215–23. http://dx.doi.org/10.9798/kosham.2012.12.5.215.

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Xu, Sheng, and De Zhou. "An Analytical Framework for Assessing the Unsaturated Bearing Capacity of Strip Footings under Transient Infiltration." Mathematics 11, no. 16 (2023): 3480. http://dx.doi.org/10.3390/math11163480.

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The evaluation of the bearing capacity of strip footings generally assumes that the soil is either dry or fully saturated, which contradicts the actual condition in nature where the soil is often in a partially saturated state. Furthermore, infiltration has a significant impact on the shear strength of the soil. Following the upper bound theory of the limit analysis, this article provides a theoretical framework for assessing the bearing capacity under transient flow with linear variation in infiltration intensity for the first time. Firstly, the closed form of suction stress under linear tran
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Witno, Witno, Yumna Yumna, and Abdul Rahim. "Relation of Soil Physical Parameters and Dominant Vegetation with Infiltration Capacity in Latuppa Sub-Watershed Palopo Indonesia." Jurnal Biodjati 9, no. 1 (2024): 127–41. http://dx.doi.org/10.15575/biodjati.v9i1.30580.

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The inflitration capacity is the soil’s ability to accommodate water that seeps into the soil, reducing surface runoff that will cause flooding, such as in the downstream area of Palopo city. This study aimed to determine the influence of dominant vegetation and soil physical characteristics on infiltration in the upstream area of the Latuppa Sub-Das, Mungkajang District, Palopo city. Data collection was carried out by direct observation in the 2yumnaunanda588@gmail.com field in a purposive manner in 10 plots, which represent the condition of vegetation in the upstream area of the Latuppa wate
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Andayono, Totoh, and Melan Maulina. "Infiltration Analysis of Paving Block Cover on the Basis of Embankment Soil Variations." CIVED 10, no. 3 (2023): 1196–202. http://dx.doi.org/10.24036/cived.v10i3.444.

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The large amount of infrastructure used causes less green land for rainwater absorption, so that rain that falls on the ground is not absorbed optimally. The resulting surface runoff is more than the amount of water absorbed. To overcome this, the method is to reduce the use of impermeable land cover (concrete pavement) and replace it with appropriate surface land cover. One of the efforts made is the use of pervious paving to reduce surface runoff and increase infiltration. This test aims to determine how much infiltration rate and capacity occurs when using paving block cover with variations
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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 (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, 3
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Sang, Tianyi, Aihong Kang, Yao Zhang, Bo Li, Huiwen Mao, and Heyu Kong. "Effect of Different Ameliorants on the Infiltration and Decontamination Capacities of Soil." Materials 16, no. 7 (2023): 2795. http://dx.doi.org/10.3390/ma16072795.

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The expansion of urban construction areas can reduce the infiltration rate of rainwater in permeable land, and a large amount of runoff rainwater cannot penetrate the soil. In extreme rainstorm weather, it is easy to cause serious urban waterlogging problems. To improve the infiltration and decontamination ability of green space soil, two types of inorganic ameliorants (i.e., sand and grain shell) and structural ameliorants (i.e., desulfurization gypsum and polyacrylamide) were utilized as amendments in the soil. The influence of the selected ameliorants on the infiltration and decontamination
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TANI, Makoto. "Infiltration and storage capacity of rainwater in forest areas." Journal of The Japanese Institute of Landscape Architecture 86, no. 1 (2022): 8–15. http://dx.doi.org/10.5632/jila.86.8.

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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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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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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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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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