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Author: Grafiati
Published: 30 May 2022
Last updated: 31 May 2022

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1

Parker, Gene W. Estimating reaeration coefficients for low-slope streams in Massachusetts and New York, 1985-88. Marlborough, Mass: U.S. Dept. of the Interior, U.S. Geological Survey, 1992.

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2

Kalmykov, Sergey, and Nikolay Pashin. Social advertising: designing effective interaction with the target audience. ru: INFRA-M Academic Publishing LLC., 2017. http://dx.doi.org/10.12737/23289.

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The monograph analyzes the possibility of managing the process of socio-advertising influence on socio-demographic groups. The developed methodological bases with the use of the multivariate paradigmatic status of sociological knowledge allowed us to form: principles of designing social advertising interaction, factors of efficiency (quality) of social advertising, a system of sociological quality assurance of social advertising. Insufficiently studied problems of efficiency and quality of social advertising are investigated. The coefficients of the importance of its efficiency factors (quality) are established. Stable interrelations of social advertising influence at the level of revealed correlation coefficients of behavioral reactions of various categories of target audience with their characteristics are proved. The results obtained are summarized in the developed model of behavior of the target audience on the basis of social advertising interaction, and the content modules of the mechanism of controllability of the specified process are proposed.
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3

Leonovich, Sergey, Evgeniy Shalyy, Elena Polonina, Elena Sadovskaya, Lev Kim, and Valentin Dorkin. Durability of port reinforced concrete structures (Far East and Sakhalin). ru: INFRA-M Academic Publishing LLC., 2021. http://dx.doi.org/10.12737/1816638.

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Section I of the monograph is devoted to an urgent problem - forecasting the durability of port reinforced concrete structures, the destruction of which is associated with corrosion of steel reinforcement caused by chloride aggression and carbonation of concrete. The analysis of models for calculating the service life of structures and experimental data is carried out, the life cycles for the main degradation processes in concrete and reinforcement, the periods of initiation and propagation of corrosion are considered, the influence of environmental factors (temperature, humidity) and the quality of concrete (In/C, cement consumption, diffusion coefficient) on the kinetics of chloride penetration and the movement of the carbonation front is taken into account. Probabilistic models of basic variables are considered, the limiting states of port reinforced concrete structures for the durability of reinforced concrete structures based on the reliability coefficient for service life are formulated. Sections II and III describe modern methods of restoration and restoration of reinforced concrete port structures subjected to corrosion destruction using nanofibrobeton. The concept of multilevel reinforcement has been implemented. Methods of experimental fracture mechanics were used to evaluate the joint work of exploited concrete and reinforcement nanofibre concrete. It is intended for scientific and engineering staff of universities, research and design organizations.
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4

Scott Jones, Julie. Learn to Use the Eta Coefficient Test in R With Data From the NIOSH Quality of Worklife Survey (2014). 1 Oliver's Yard, 55 City Road, London EC1Y 1SP United Kingdom: SAGE Publications, Ltd., 2019. http://dx.doi.org/10.4135/9781526495433.

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5

Scott Jones, Julie. Learn to Use the Eta Coefficient Test in SPSS With Data From the NIOSH Quality of Worklife Survey (2014). 1 Oliver's Yard, 55 City Road, London EC1Y 1SP United Kingdom: SAGE Publications, Ltd., 2019. http://dx.doi.org/10.4135/9781526474681.

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6

Lynn, Taylor R., Washoe County (Nev ), and Geological Survey (U.S.), eds. Reaeration-rate coefficients for two reaches on the Truckee River downstream from Reno, Nevada, 1999. Carson City, Nev: U.S. Dept. of the Interior, U.S. Geological Survey, 2000.

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7

Lynn, Taylor R., Washoe County (Nev ), and Geological Survey (U.S.), eds. Reaeration-rate coefficients for two reaches on the Truckee River downstream from Reno, Nevada, 1999. Carson City, Nev: U.S. Dept. of the Interior, U.S. Geological Survey, 2000.

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8

Lynn, Taylor R., Washoe County (Nev ), and Geological Survey (U.S.), eds. Reaeration-rate coefficients for two reaches on the Truckee River downstream from Reno, Nevada, 1999. Carson City, Nev: U.S. Dept. of the Interior, U.S. Geological Survey, 2000.

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9

Lynn, Taylor R., Washoe County (Nev ), and Geological Survey (U.S.), eds. Reaeration-rate coefficients for two reaches on the Truckee River downstream from Reno, Nevada, 1999. Carson City, Nev: U.S. Dept. of the Interior, U.S. Geological Survey, 2000.

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10

Lynn, Taylor R., Washoe County (Nev ), and Geological Survey (U.S.), eds. Reaeration-rate coefficients for two reaches on the Truckee River downstream from Reno, Nevada, 1999. Carson City, Nev: U.S. Dept. of the Interior, U.S. Geological Survey, 2000.

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11

Lynn, Taylor R., Washoe County (Nev ), and Geological Survey (U.S.), eds. Reaeration-rate coefficients for two reaches on the Truckee River downstream from Reno, Nevada, 1999. Carson City, Nev: U.S. Dept. of the Interior, U.S. Geological Survey, 2000.

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12

Reaeration-rate coefficients for two reaches on the Truckee River downstream from Reno, Nevada, 1999. Carson City, Nev: U.S. Dept. of the Interior, U.S. Geological Survey, 2000.

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13

National Council of the Paper Industry for Air and Stream Improvement (U.S.), ed. A Compilation of surface water quality modeling formulations, rate constants, and kinetic coefficients. New York, N.Y. (260 Madison Ave., New York 10016): National Council of the Paper Industry for Air and Stream Improvement, 1985.

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14

Isett, Philip. Bounds for Coefficients from the Stress Equation. Princeton University Press, 2017. http://dx.doi.org/10.23943/princeton/9780691174822.003.0020.

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This chapter estimates the bounds for coefficients from the Stress equation. It starts by considering the coefficients γ‎subscript I and the equation that implicitly defines it. It then estimates the derivatives of γ‎subscript I by differentiating the equation. The first transport derivative always costs a factor Ξ‎eᵥ½ in the estimates, and each spatial derivative costs a factor of Ξ‎ until the total order of differentiation exceeds L, at which point one obtains a larger cost of Nsuperscript 1/LΞ‎ per derivative. The chapter also considers the bounds satisfied by the coefficients γ‎subscript I and shows that the final bound for the coefficients γ‎subscript I is exactly the same quality as the corresponding bound for ε‎.
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15

J, Van Wie Bernard, and National Institute of Standards and Technology (U.S.), eds. Evaluation of data availability and quality for interaction second virial coefficients of use to the gas industry. Gaithersburg, MD: U.S. Dept. of Commerce, National Bureau of Standards, 1988.

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16

Kacorzyk, Piotr. Wartość gospodarcza okrywy roślinnej gleby w aspekcie nawożenia oraz zdolności retencyjnej płytki gleby górskiej. Publishing House of the University of Agriculture in Krakow, 2018. http://dx.doi.org/10.15576/978-83-66602-33-5.

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The aim of the study was to assess the impact of method management of mountain soil on the quantity and quality of waste water, and the amount of mineral nutrients it contains. I have analyzed the water, that was moved through the soil profiles of 0-20 cm and 0-40 cm depth. I have also evaluated the floristic composition, the productivity of grassland and arable land, and the use of fertilizers by vegetation and soil chemical properties. I have found that the type of plant cover of the soil had a significant effect on the amount and chemical composition of water moving through the soil profile. Arable land was characterized by an average of 5 percentage point higher drainage rates compared to meadows. The smallest outflow of water from the soil was found in the first research period (intensive vegetation), and the largest in the third period (non-vegetation). The largest amount of the mineral content carried out annually with a soaking water, was observed on the arable land and was on average more than 2 times larger than on other fertilizers. This evidenced by the greater variation in the composition of floristic vegetation and its productivity. Between 0-20 cm and 0-40 cm of soil profiles, significant differences in the amount of waste water and mineral components were observed. The water drainage coefficient from the shallow profile was on average 9 percentage points higher than from the deeper profile. The amount of the sum of mineral loads, excluding calcium from the shallow soil profile was 94,5% higher than the sum of loads taken from the deeper soil profile. In the unused meadow the improvement of soil chemical properties was observed. There was an increase in pH, and the accumulation of minerals resulted from the positive balance of most of the ingredients.
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