Relevant bibliographies by topics / Suction pipe

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  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers

Academic literature on the topic 'Suction pipe'

Author: Grafiati
Published: 4 June 2021
Last updated: 17 February 2022

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Journal articles on the topic "Suction pipe"

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Zhang, Xuejun, Shenghe Bai, Wei Jin, et al. "Design and Parameter Optimization of an Air-Suction Jujube Picking and Conveying Device." Transactions of the ASABE 63, no. 4 (2020): 943–54. http://dx.doi.org/10.13031/trans.13600.

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HighlightsThis study designed an air-suction jujube picking and conveying device to address the problems of low transport efficiency and high damage rate.Theoretical analysis, Fluent software simulation, and prototype testing determined the diameter of the conveying pipe, the inlet and outlet diameters of the suction chamber, and the fan type and speed.A Box-Behnken center combination design in Design-Expert software was used to perform response surface orthogonal tests to optimize the device.This study provides a reference for further optimization of the air-suction jujube picking and conveyi
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Bal’zannikov, Mikhail Ivanovich. "JUSTIFICATION OF THE MAIN PARAMETERS FOR HPP’S SUCTION PIPES." Vestnik MGSU, no. 9 (September 2015): 111–21. http://dx.doi.org/10.22227/1997-0935.2015.9.111-121.

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Hydraulic turbine suction pipes at hydropower plants (HPPs) play an important role for providing high power indices of HPP operation. At the same time for channel type HPPs with vertical reactive hydraulic turbines curved large size suction tubes are used and this leads to great costs for their installation. That is why the significance of economic analysis for justification of the size of such suction pipes is underlined. Minimally possible sizes of curved pipes (height and length) are determined by hydraulic turbine normal operation requirements and are given in reference books. Nevertheless
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Kadhim, Ali Fakhri, and Hayder A. Al Thamiry. "Numerical Simulation to Investigate the Occurrence of Vortices at Double Vertical Pumps Intakes." Association of Arab Universities Journal of Engineering Sciences 28, no. 1 (2021): 01–06. http://dx.doi.org/10.33261/jaaru.2021.28.1.001.

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The pumping station is widely used in our modern life. The occurrence of the vortex at pumpsump, which is causing air entering pipe intake, is a common problem in the design of pumps. Thisphenomenon, including surface and sub-surface vortex, may lead to damage to the pumping structure, highpower consumption, and loss in pump performance. In some requirements, the multiple suction pipes areusing to get the required flow. Due to this arrangement, the performance of the suction pipes will influence.This paper is aimed to investigate the occurrence of vortices around the flow pattern of two pumps
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EZURE, Toshiki, Kei ITO, Yuri KAMEYAMA, Akikazu KURIHARA, and Tomoaki KUNUGI. "Experimental Measurement of Vortex Cavitation around a Suction Pipe Inlet." JAPANESE JOURNAL OF MULTIPHASE FLOW 30, no. 2 (2016): 189–96. http://dx.doi.org/10.3811/jjmf.30.189.

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Kadhim, Ali F., and Hayder A. Al Thamiry. "Computation of Critical Submergence Depth to Avoid Surface Vortices at Vertical Pumps Intakes." Journal of Engineering 26, no. 8 (2020): 59–68. http://dx.doi.org/10.31026/j.eng.2020.08.05.

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The pumping station became widely used in many fields. Free surface vortices at intakes of pumps are not favorable. It may cause noise, excessive vibration, damage to the pumping structure, reduction in efficiency and flow for hydro-turbines, etc. One of the important problems encountered during the pump intake design is the depth of submergence and other design parameters to avoid strong free-surface vortices formation. This study aims to compute the critical submergence depth with some geometrical and hydraulic limitations by using Computational Fluid Dynamic (CFD) package. The mathematical
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Balzannikov, Mikhail. "SAVING RESOURCES IN THE CONSTRUCTION OF HYDROELECTRIC POWER PLANTS." ENVIRONMENT. TECHNOLOGIES. RESOURCES. Proceedings of the International Scientific and Practical Conference 1 (June 20, 2019): 20. http://dx.doi.org/10.17770/etr2019vol1.4103.

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The article describes run-of-the-river hydroelectric power plants. The authors specify the importance of performing technical and economic calculations in justifying the large-sized units of the water-supplying channel of a run-of-the-river hydroelectric power plant: turbine pits and suction (discharge) pipes. The study shows that the amount of construction work and the total cost of building a hydroelectric power plant depend on the size of these water supply units. The research objective is to analyze the validity of establishing the main dimensions of the suction pipes for modern technical
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Brynjell-Rahkola, Mattias, Ardeshir Hanifi, and Dan S. Henningson. "On the stability of a Blasius boundary layer subject to localised suction." Journal of Fluid Mechanics 871 (May 24, 2019): 717–41. http://dx.doi.org/10.1017/jfm.2019.326.

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In this study the origins of premature transition due to oversuction in boundary layers are studied. An infinite row of circular suction pipes that are mounted at right angles to a flat plate subject to a Blasius boundary layer is considered. The interaction between the flow originating from neighbouring holes is weak and for the parameters investigated, the pipe is always found to be unsteady regardless of the state of the flow in the boundary layer. A stability analysis reveals that the appearance of boundary layer transition can be associated with a linear instability in the form of two uns
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NISHIZONO, Hisayuki, Minoru FUKUHARA, Tsutomu NOZAKI, and Hidenari YAMASHITA. "Flow Characteristics of Circular Impinging Jet Accompanying Annular Suction Flow : Optimum Size of Diameter Ratio of Suction Pipe to Injection Pipe and Excess Length of Suction Pipe." Proceedings of Conference of Kyushu Branch 2003.56 (2003): 71–72. http://dx.doi.org/10.1299/jsmekyushu.2003.56.71.

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Iskander, Magued, Sherif El-Gharbawy, and Roy Olson. "Performance of suction caissons in sand and clay." Canadian Geotechnical Journal 39, no. 3 (2002): 576–84. http://dx.doi.org/10.1139/t02-030.

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The use of suction caissons (suction piles) in marine environments has been increasing in the last decade. A suction caisson is a steel pipe with an open bottom and a closed top that is inserted into the ground by pumping water out of it. Pumping creates a differential pressure across the caisson's top that pushes it into place, thus eliminating the need for pile driving. There are a number of uncertainties in the design of suction caissons. First, the state of stress and soil conditions adjacent to a suction caisson differs from those around typical driven piles or drilled shafts. Second, the
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Zaturska, M. B., and W. H. H. Banks. "Suction-Driven Flow in a Porous Pipe." ZAMM - Journal of Applied Mathematics and Mechanics / Zeitschrift für Angewandte Mathematik und Mechanik 75, no. 1 (1995): 21–30. http://dx.doi.org/10.1002/zamm.19950750105.

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Dissertations / Theses on the topic "Suction pipe"

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Wångby, Emil. "Transport of non-spherical particles in pipeflow with suction." Thesis, Luleå tekniska universitet, Institutionen för system- och rymdteknik, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-79806.

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The interest of how small non-spherical particles transport behaviour when transported in pipe-flow is of large interest in a variety applications. This kind of theory have been used when studying composite manufacturing and how particles behaves in the human lungs. The main focus is to study the statistical deposition rate in a flow-field with and without capillary action and gravity. Two kind of particle shapes are of main interest which are prolate and oblate spheroids. In this study the method of vector projection is used to track particle orientation instead of the more common methods of
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Stanley, Mary Helen. "Suction Cup Lysimeter Method for Extracting Pine Bark Substrate Solution." Thesis, Virginia Tech, 2002. http://hdl.handle.net/10919/42244.

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The objective of this study was to determine the effectiveness of suction cup lysimeters (SCL) in extracting substrate solution from pine bark substrates. Lysimeter types tested were 4.8-cm diameter with a ½ or 1-bar air-entry value (AEV) and 2.2-cm diameter also with a ½ or 1-bar AEV. Sufficient volume could be obtained when a vacuum pressure of 30, 40 or 50 cb was applied to lysimeters with a minimum extraction time of five minutes. The 2.2-cm lysimeters were found to be suitable for extracting solution if smaller sample volumes were needed. To determine effect of vacuum pressure and e
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Jones, Brendan. "The suction characteristics of power steering pumps." Thesis, University of Bath, 1999. https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.299810.

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Paštěka, František. "Projekt malé vodní elektrárny pro konkrétní lokalitu." Master's thesis, Vysoké učení technické v Brně. Fakulta strojního inženýrství, 2009. http://www.nusl.cz/ntk/nusl-228743.

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This master's thesis is specialised in designing of small hydropower plant for specific location. In work should be designed suitable turbine for parameters found on the site, then created a basic project documentation of small hydropower plant with all devices and used principles, so that the plant would be capable of operation. In the next part of thesis should be extented the calculation of flow in the turbine delivery and assessed effect of geometry of turbine delivery on the flow.
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Sorrentino, Alessandro. "Dynamic analysis of mono and tri-suction pile supported offshore wind turbines." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2020.

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Offshore wind turbines (OWT) are traditionally supported by monopile foundation. Although this technology is one of the most cost-effective for this type of offshore installation, the engineering market tries to propose always innovative and smarter solution in order to develop more and more cost-effective alternatives. One major disadvantage of the monopile foundation for example is the noise of the installation process. To mitigate this noise during installation, high costs are involved to use bubble screens or any other means.. One important part of the design of the OWT and its foundation
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Liu, Yunlong. "Interpretation of Load Transfer Mechanism for Piles in Unsaturated Expansive Soils." Thesis, Université d'Ottawa / University of Ottawa, 2019. http://hdl.handle.net/10393/38804.

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Water infiltration associated with natural precipitation events or other artificial activities such as pipe leaks in expansive soils significantly influence the engineering properties; namely, coefficient of permeability, shear strength and volume change behavior. For this reason, it is challenging to design or construct geotechnical infrastructure within or with expansive soils. Several billions of dollars losses, world-wide, can be attributed to the repairing, redesigning and retrofitting of infrastructure constructed with or within expansive soils, annually. Piles are widely used as foundat
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Al-Khazaali, Mohammed. "Soil-Pile, Pile Group Foundations and Pipeline Systems Interaction Behavior Extending Saturated and Unsaturated Soil Mechanics." Thesis, Université d'Ottawa / University of Ottawa, 2019. http://hdl.handle.net/10393/38843.

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Rapid growth in population along with positive trends in global economy over the past several decades has significantly contributed to an increased demand for various infrastructure needs worldwide. For this reason, the focus of this thesis has been directed towards extending the mechanics of unsaturated soils, which is an emerging geotechnical engineering field to investigate the behavior of two key infrastructure systems, namely pile foundations and energy pipeline systems. The mechanism of soil-pile foundations and soil-pipeline systems interaction behavior has several similarities. Both t
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Huang, Liqing. "Studies on Dynamics of Suction Piles during Their Lowering Operations." 2010. http://hdl.handle.net/1969.1/ETD-TAMU-2010-08-8377.

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Suction piles are used for anchoring the mooring lines at the seafloor. One of the challenges of their installing is the occurrence of the heave resonance of the pile-cable system and possibly the heave induced pitch resonance during the lowering process. When the heave and/or pitch frequency of the vessel which operates the lowering of the pile matches the heave natural frequency of the pile-cable system, the heave resonance may occur, resulting in large heave oscillations of the pile and thus significantly increasing loads on the lowering cable and lowering devices. Furthermore, the large he
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Books on the topic "Suction pipe"

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Sherman, Michael. Suction Cup Critters: Make Your Own Window Grabbers (Klutz). Klutz, 2005.

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Book chapters on the topic "Suction pipe"

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Wallerand, Regis, and Dinh Hong Doan. "Suction Pile Relocation, a Numerical Study." In Lecture Notes in Civil Engineering. Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-2306-5_61.

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Jostad, Hans Petter, and Knut H. Andersen. "Design of suction piles for offshore applications." In Analysis of Pile Foundations Subject to Static and Dynamic Loading. CRC Press, 2021. http://dx.doi.org/10.1201/9780429354281-4.

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Thakare, S. W., Aparna H. Chavan, and A. I. Dhatrak. "Performance of Suction Pile Anchor for Floating Offshore Structures." In Lecture Notes in Civil Engineering. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-6090-3_18.

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Alderlieste, E. A., and M. J. Dekker. "Suction Pile Design and Installation Challenges for the Ophir WHP." In Lecture Notes in Civil Engineering. Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-2306-5_45.

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"suction pipe." In Dictionary Geotechnical Engineering/Wörterbuch GeoTechnik. Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-41714-6_198808.

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"suction (pipe)line." In Dictionary Geotechnical Engineering/Wörterbuch GeoTechnik. Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-41714-6_198809.

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Sakurai, T., and N. Hakoishi. "Burrowing-type sediment removal suction pipe for a sediment supply from reservoirs." In Dams and Reservoirs under Changing Challenges. CRC Press, 2011. http://dx.doi.org/10.1201/b11669-49.

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Vijayalakshmi, K., R. Sundaravadivelu, S. Neelamani, and K. Murali. "Hydrodynamics of a perforated circular caisson and suction pipe of a seawater intake structure." In Hydrodynamics VI: Theory and Applications. Taylor & Francis, 2004. http://dx.doi.org/10.1201/b16815-45.

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"suction pile technology." In Dictionary Geotechnical Engineering/Wörterbuch GeoTechnik. Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-41714-6_198807.

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Foresi, A., and S. Bughi. "Suction pile foundation for a PLET subsea structure." In Frontiers in Offshore Geotechnics III. CRC Press, 2015. http://dx.doi.org/10.1201/b18442-18.

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Conference papers on the topic "Suction pipe"

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Faul, G. L., J. M. E. Audibert, and T. K. Hamilton. "Using Suction Technology for Deep Installation of Structural Pipe in Deepwater." In IADC/SPE Drilling Conference. Society of Petroleum Engineers, 1998. http://dx.doi.org/10.2118/39336-ms.

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Kirkpatrick, Keith, John Chai, and Sastry Munukutla. "Computational study of flow in a porous pipe with wall suction/injection." In 37th Aerospace Sciences Meeting and Exhibit. American Institute of Aeronautics and Astronautics, 1999. http://dx.doi.org/10.2514/6.1999-1013.

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Chen, Chen, Tao Jian-feng, and Liu Chen-liang. "Inlet pipe side slot shape's impact on pump's suction: Modeling and simulation." In 2011 International Conference on Fluid Power and Mechatronics (FPM). IEEE, 2011. http://dx.doi.org/10.1109/fpm.2011.6045764.

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Kim, Jae-Hyun, Zhenhua Xin, and Ju-Hyung Lee. "Field Trials of Suction-Assisted Installation of Circular Steel Pipe Cofferdam in Silty Sand." In ASME 2020 39th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2020. http://dx.doi.org/10.1115/omae2020-19060.

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Abstract The cofferdam is the temporary barrier to stop the flow of water from a construction site work such as a support column foundation at a river or offshore. It allows for working in the dry condition when the construction is done adjacent or within the waters. However, it is a major cause of delays and increased construction costs because additional works are required to stop the water flow. Recently, in order to overcome the limitations of the conventional cofferdam methods such as sheet pile or caisson tube cofferdams, a large-diameter steel pipe cofferdam method has been proposed whi
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Changbin, Kan, Yang Jin, Yu Xiaocong, et al. "Bearing Characteristics of Composite Conductor Structure: Deepwater Conductor Pipe with Suction Bucket Foundation." In Offshore Technology Conference Asia. Offshore Technology Conference, 2018. http://dx.doi.org/10.4043/28541-ms.

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Koganezawa, S., Kaoru Iwamoto, Akira Murata, and Hiroya Mamori. "Relaminarization of Turbulent Pipe Flow due to Traveling Wavy Blowing and Suction Control." In THMT-18. Turbulence Heat and Mass Transfer 9 Proceedings of the Ninth International Symposium On Turbulence Heat and Mass Transfer. Begellhouse, 2018. http://dx.doi.org/10.1615/thmt-18.330.

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Vijayalakshmi, K., S. Neelamani, and R. Sundaravadivelu. "Wave Loads on a Perforated Circular Caisson and Suction Pipe of a Sea Water Intake Structure." In ASME 2004 23rd International Conference on Offshore Mechanics and Arctic Engineering. ASMEDC, 2004. http://dx.doi.org/10.1115/omae2004-51071.

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The wave force on a seawater intake well model consisting of a perforated circular caisson (500mm diameter) encircling a vertical suction pipe (50mm dia) is measured experimentally. The effect of porosity of the caisson wall, incident wave height and wave period on the in-line forces on the caisson and suction pipe is investigated. The porosity of the caisson was varied from 4.54% to 19.15%. Waves of wide ranges of heights and periods were used. The wave forces on the outer caisson & inner cylinder, water surface fluctuations in the interior & exterior of the caisson and wave run-up on
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Manhartsgruber, Bernhard. "A Novel Concept for Boosting the Suction Line of Piston Pumps by Piezo-Actuated Pipe Walls." In BATH/ASME 2018 Symposium on Fluid Power and Motion Control. American Society of Mechanical Engineers, 2018. http://dx.doi.org/10.1115/fpmc2018-8936.

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Axial and radial piston pumps are the work horse of the fluid power industry in the medium to high power range. During the maturation of the technology in the last five decades, both the pressure levels and the maximum rotational speeds have been increased significantly to meet the market demands for an increased power to weight or size ratio. The maximum speed of operation is often limited by cavitation occuring in the suction duct of pumps. A well known but expensive solution to the problem is the use of booster pumps to raise the suction pressure at the piston pump inlet. The rationale behi
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Noguchi, Hitoshi, and Yuji Fujita. "Development of Sand Bypass System Using a Self-Sinking Suction Pipe with Holes for Automation and Labor Saving." In 23rd International Symposium on Automation and Robotics in Construction. International Association for Automation and Robotics in Construction (IAARC), 2006. http://dx.doi.org/10.22260/isarc2006/0122.

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Sato, Takashi, Keiji Matsumoto, and Nobuhiro Hara. "iB1350: Innovative Passive Containment Cooling System for the iB1350." In 2016 24th International Conference on Nuclear Engineering. American Society of Mechanical Engineers, 2016. http://dx.doi.org/10.1115/icone24-60919.

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iB1350 stands for an innovative, intelligent and inexpensive BWR 1350. The iB1350 uses innovative passive containment cooling system (iPCCS). The iPCCS is a part of the in-containment filtered venting system (IFVS). The vent pipe is submerged in the IFVS tank in the outer well (OW) of the Mark W containment. The conventional PCCS has a suction pipe only from the dry well (DW). On the contrary, the iPCCS has two suction pipes. One is normally opened to the wet well (WW) and another normally closed to the DW. The suction pipe in the conventional design cannot be connected to the WW because the P
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