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References [1] Strength Analysis of Independent Type C Tanks. - Classification Notes No. 31.13, DNV, 2013. [2] Rules for Classification of Ships / High Speed, Light Craft and Naval Surface Craft. - New Buildings Machinery and Systems - Main Class. Pressure Vessels, DNV, JANUARY 2012. [3] Senjanović I. (2006): Structure design of cargo tanks in river liquefied gas carriers. - International Design Conference - DESIGN 2006 Dubrovnik - Croatia. [4] Fatigue Assessment of Ship Structures. - Classification Notes, No.30.7, DNV, 2010. [5] Plus - Fatigue Assessment of Ship

References [1] Van Dresar, N.T., 2006, “PVT gauging with liquid nitrogen”, Cryogenics, 46 (2-3), pp. 118-125. [2] “Low-Gravity Pressure-Volume-Temperature Gauging Concept Demonstrated With Liquid Oxygen”, from: [3] Van Dresar, N.T., 2004, “An uncertainty analysis of the PVT gauging method applied to sub-critical cryogenic propellant tanks”, Cryogenics, 44 (6-8), pp. 515-523. [4] “ATGI Optical Mass Gauge Sensor”, from: [5] Van Scivera, S.W., Adamsa,T., Caimic

1 Introduction Vertical cylindrical steel tanks for the storage of liquids use different types of foundations. In such tanks, sometimes ground-layered foundations are used, and much more often, ring-shaped reinforced concrete foundations with compacted gravel-sand substrate inside these rings. During long-term operation of the tanks, the soil under the steel bottom of the tank undergoes permanent deformations in the form of vertical non-uniform settlement. This settlement can have different causes, but in each case, affects the state of stress and deformation in

1 Introduction Concrete liquid tanks seem to be rigid, heavy and insensitive to differential settlement. The practice shows, however, that tanks founded in the layered subsoil may be subjected to differential settlement, particularly if one on the layers is of low strength and low stiffness. The non-uniform distribution of stress transferred onto the ground strongly contributes to the increase in differential settlement, for example, stress under foundations of columns and walls are different from stress under bottom slab and stress under full chamber is

1 Introduction A cylindrical steel tank for liquid with a vertical axis and with the following parameters, V = 1,200 m 3 , H = 20 m, m = 38.85 t, was mounted. The shell of the tank consisted of 10 shell courses (segments) with respective thicknesses of 5 mm– courses from 1 to 4, 6 mm (courses 5–6), 7 mm (courses 7–8) and 8 mm (courses 9–10). During the assembly of each segment, the shell of the tank was stiffened on fragments of its lower edge using bowed (cambered) channels about 3.0-m long, to which connectors were welded. To mount the tank, four steel

design of sedimentation tanks in potable water treatment. Case study: The influence of a feed flow control baffle, Chemical Engineering Journal , 140, 110–121 Hug, T., Benedetti, L., Hall, E., Johnson, B., Morgenroth E., Nopens, I., Rieger, L., Shaw, A., Vanrolleghem, P., (2009), Wastewater treatment models in teaching and training: the mismatch between education and requirements for jobs, Water Science & Technology , 59(4): 745-753 Madeira, L., Mendes, A.L., Magalhaä, F., (2006) Teaching Laminar-Flow Reactors: From Experimentation to CFD Simulation, International

OCEANOGRAPHY, vol. 15, 1985. 4. G. van Vledder, “Efficient algorithms for non-linear four-wave interactions”, ECMWF Workshop on Ocean Waves, 25-27 June 2012. 5. N. Hashimoto, F. Suciaty, M. Yamashiro, M. Yokota and M. Kodama, “Numerical study on frequency downshift of gravity wave spectra in deep and intermediate water depths due to nonlinear energy transfer”, Coastal Engineering, pp. 1-13, 2014. 6. M. Drzewiecki, „Digital Control System of the Wavemaker in the Towing Tank”, AUTOMATYKA, ELEKTRYKA, ZAKŁÓCENIA, vol. 7, no. 4, pp. 138-146, 2016. 7. M. Drzewiecki, „Modelling

References Daniel, Z. (2010). Ocena montażu i eksploatacji urządzeń do schładzania mleka. Inżynieria Rolnicza 1 (119), 145-150. DIN 18800-1. (2008). Steel Structures – Part 1: Design and Construction. German Institute for Standardization. DXO DeLaval (2018). Cooling Tanks. Materiały firmy DeLaval. Pozyskano z: , Dostęp: 2.07.2018 Dyrektywa Rady 92-46-EEC (1992) z 16 czerwca 1992 r. ustanawiająca zasady dotyczące warunków sanitarnych dla produkcji i wprowadzania na rynek mleka surowego

REFERENCES 1. Biesel F. and Suquet F.: Laboratory wave generating apparatus . Project Report No. 39, Minneapolis 1953. 2. Campos C., Silveira F. and Mendes M.: Waves inducted by non-permanent paddle movements . Coastal Engineering Proceedings, vol. 13, 1972 pp. 707–722. 3. Drzewiecki M.: Digital Control System of the Wavemaker in the Towing Tank . Automatyka, elektryka, zakłócenia, vol. 7, no. 4, 2016, pp. 138–146. 4. Drzewiecki M.: Modelling, Simulation and Optimization of the Wavemaker in a Towing Tank. Trends in Advanced Intelligent Control, Optimization

References [1] Eurocode 8 - Design of Structures for Earthquakes Resistance: Part 4 - Silos, tanks and pipelines, European Committee for Standardization, Brussels, 1998. [2] G. W. Housner, Earthquake Pressures on Fluid Containers, California Institute of Technology, California, 1954. [3] A. R. Ibrahim, Liquid Sloshing Dynamics Theory and Applications, Cambridge University Press, 2005. [4] P. K. Malhotra, T. Wenk, M. Wieland, Simple Procedure for Seismic Analysis of Liquid Storage Tanks, in: Structural Engineering, IABSE, Vol. 10, 3 (2010). [5] M. Musil, O