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Artykuły w czasopismach na temat "Tension infiltrometer"
Hunter, A. E., H. W. Chau i B. C. Si. "Impact of tension infiltrometer disc size on measured soil water repellency index". Canadian Journal of Soil Science 91, nr 1 (luty 2011): 77–81. http://dx.doi.org/10.4141/cjss10033.
Pełny tekst źródłaSchwärzel, Kai, i Jürgen Punzel. "Hood Infiltrometer-A New Type of Tension Infiltrometer". Soil Science Society of America Journal 71, nr 5 (wrzesień 2007): 1438–47. http://dx.doi.org/10.2136/sssaj2006.0104.
Pełny tekst źródłaAnkeny, M. D., T. C. Kaspar i R. Horton. "Design for an Automated Tension Infiltrometer". Soil Science Society of America Journal 52, nr 3 (maj 1988): 893–96. http://dx.doi.org/10.2136/sssaj1988.03615995005200030054x.
Pełny tekst źródłaMcKenzie, N. J., H. P. Cresswell, H. Rath i D. Jacquier. "Measurement of unsaturated hydraulic conductivity using tension and drip infiltrometers". Soil Research 39, nr 4 (2001): 823. http://dx.doi.org/10.1071/sr99136.
Pełny tekst źródłaGordon, Dennis C., i Paul D. Hallett. "An automated microinfiltrometer to measure small-scale soil water infiltration properties". Journal of Hydrology and Hydromechanics 62, nr 3 (1.09.2014): 248–52. http://dx.doi.org/10.2478/johh-2014-0023.
Pełny tekst źródłaCasey, Francis X. M., i Nathan E. Derby. "Improved design for an automated tension infiltrometer". Soil Science Society of America Journal 66, nr 1 (2002): 64. http://dx.doi.org/10.2136/sssaj2002.0064.
Pełny tekst źródłaCasey, Francis X. M., i Nathan E. Derby. "Improved design for an automated tension infiltrometer". Soil Science Society of America Journal 66, nr 1 (styczeń 2002): 64–67. http://dx.doi.org/10.2136/sssaj2002.6400.
Pełny tekst źródłaFELTON, GARY K. "SOIL WATER RESPONSE BENEATH A TENSION INFILTROMETER". Soil Science 154, nr 1 (lipiec 1992): 14–24. http://dx.doi.org/10.1097/00010694-199207000-00003.
Pełny tekst źródłaLogsdon, S. D., J. K. Radke i D. L. Karlen. "Comparison of alternative farming systems. I. Infiltration techniques". American Journal of Alternative Agriculture 8, nr 1 (marzec 1993): 15–20. http://dx.doi.org/10.1017/s0889189300004860.
Pełny tekst źródłaReynolds, W. D., B. T. Bowman, R. R. Brunke, C. F. Drury i C. S. Tan. "Comparison of Tension Infiltrometer, Pressure Infiltrometer, and Soil Core Estimates of Saturated Hydraulic Conductivity". Soil Science Society of America Journal 64, nr 2 (marzec 2000): 478–84. http://dx.doi.org/10.2136/sssaj2000.642478x.
Pełny tekst źródłaRozprawy doktorskie na temat "Tension infiltrometer"
Bailey, Bruce Burgess, i Bruce Burgess Bailey. "Disc size influence on tension infiltrometer performance". Thesis, The University of Arizona, 1995. http://hdl.handle.net/10150/626923.
Pełny tekst źródłaŠpongrová, Kamila. "Design of an automated tension infiltrometer for unsaturated hydraulic conductivity measurement". Thesis, Cranfield University, 2006. http://hdl.handle.net/1826/1420.
Pełny tekst źródłaMulumba, Lukman Nagaya. "Land use effects on soil quality and productitivity in the Lake Victoria Basin of Uganda". The Ohio State University, 2004. http://rave.ohiolink.edu/etdc/view?acc_num=osu1095711869.
Pełny tekst źródłaMarciano, Cláudio Roberto. "Incorporação de Resíduos Urbanos e as Propriedades Físico-Hídricas de um Latossolo Vermelho Amarelo". Universidade de São Paulo, 1999. http://www.teses.usp.br/teses/disponiveis/11/11140/tde-23062005-155014/.
Pełny tekst źródłaAn experiment was carried out during two years on a Red Yellow Latosol cropped with sugar-cane, located in the country of Piracicaba-SP (22o4100" S; 47o3900" W; 554 m high). Nine treatments with 4 replications were used in a random-block experimental design. The treatments were: tr1 mineral fertilization + CaCO3; tr2, tr3; tr4 and tr5 - levels of sewage sludge (respectively, 0; 33; 66 and 99 Mg ha-1, in the first year, and 0; 37; 74 and 112 Mg ha-1, in the second year); tr6, tr7; tr8 and tr9 - levels of composed of garbage (respectively, 0; 20; 40 and 60 Mg ha-1, in the first year, and 0; 24; 48 and 72 Mg ha-1, in the second year). The residues were manually applied on the soil surface and incorporated with a rotative plough. In the first year, the incorporation was done on the total area; in the second year only in inter-rows. The following soil parameters were determinated in each plot: particle size distribution (samples collected before the installation of the experiment); organic carbon content (15 samplings along the two years); natural clay content, soil bulk density and total soil porosity (sampling at the end of the first and second years of the growing cycle); water retention curves, saturated hydraulic conductivity and relative unsaturated hydraulic conductivity (samples collected at the end of the first year of the growing cycle); and saturated and unsaturated hydraulic conductivity (determined in situ at the end of the first and second years of the growing cycle, using tension infiltrometer). Results show a decrease the soil bulk density and increase of total porosity as the levels of residue application increased, for the 0 to 0.15 m soil layer, in the second year of application. On the plots that received applications of both residues, there was increase of the hydraulic conductivity near the soil saturation and decrease for the 0 to 1 kPa matric potential range. The decline of the relative hydraulic conductivity starting from the saturation, was initially more accentuated in the plots that received applications of both residues as compared with the ones that did not. It was also verified, through analyses of multiple regression, that differences in the water retention and in the natural clay content, that they would be attributed exclusively to the treatments by the conventional variance analysis, they were partially or totally owed to non casual variations in the particle size distribution of the soil. It could be concluded that the soil application of urban residues causes modifications of soil physical properties as saturated and unsaturated soil hydraulic conductivity. It could also be concluded that the randomization of the treatments in the experimental area does not guarantee the covariance absence between the treatments and other independent variables, which can interfere in the properties of interest (dependent variables) and, consequently, in the efficiency of the variance analysis done in a conventional way.
Jiang, Shuang. "Bacterial leaching from dairy shed effluent applied to a fine sandy loam under flood and spray irrigations". Lincoln University, 2008. http://hdl.handle.net/10182/668.
Pełny tekst źródłaCarrick, Sam. "The dynamic interplay of mechanisms governing infiltration into structured and layered soil columns". Lincoln University, 2009. http://hdl.handle.net/10182/1328.
Pełny tekst źródłaKsiążki na temat "Tension infiltrometer"
Center for Land and Biological Resources Research (Canada). Performance assessment of the tension infiltrometer. [Ottawa]: Agriculture Canada, Research Branch, 1993.
Znajdź pełny tekst źródłaLinne, M. Use of tension infiltrometers for estimating unsaturated flow properties of mine wastes. S.l: s.n, 1993.
Znajdź pełny tekst źródłaCzęści książek na temat "Tension infiltrometer"
White, Ian, Michael J. Sully i Keith M. Perroux. "Measurement of Surface-Soil Hydraulic Properties: Disk Permeameters, Tension Infiltrometers, and Other Techniques". W Advances in Measurement of Soil Physical Properties: Bringing Theory into Practice, 69–103. Madison, WI, USA: Soil Science Society of America, 2012. http://dx.doi.org/10.2136/sssaspecpub30.c5.
Pełny tekst źródła"Unsaturated Hydraulic Conductivity: Laboratory Tension Infiltrometer". W Soil Sampling and Methods of Analysis, 1111–24. CRC Press, 2007. http://dx.doi.org/10.1201/9781420005271-92.
Pełny tekst źródła"Unsaturated Hydraulic Properties: Field Tension Infiltrometer". W Soil Sampling and Methods of Analysis, 1143–64. CRC Press, 2007. http://dx.doi.org/10.1201/9781420005271-94.
Pełny tekst źródła"Ring and Tension Infiltrometers". W Encyclopedia of Water Science, Second Edition, 977–80. CRC Press, 2007. http://dx.doi.org/10.1081/e-ews2-120010216.
Pełny tekst źródłaWang, Dong, i Laosheng Wu. "Ring and Tension Infiltrometers". W Encyclopedia of Water Science, Second Edition (Print Version), 977–80. CRC Press, 2007. http://dx.doi.org/10.1201/noe0849396274.ch239.
Pełny tekst źródłaHussen, A. A., i A. W. Warrick. "Tension Infiltrometers for the Measurement of Vadose Zone Hydraulic Properties". W Handbook of Vadose Zone Characterization & Monitoring, 189–201. CRC Press, 2018. http://dx.doi.org/10.1201/9780203752524-13.
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