The use of deep water cooling systems: Two Canadian examples

2009 ◽  
Vol 34 (3) ◽  
pp. 727-730 ◽  
Author(s):  
Lenore Newman ◽  
Yuill Herbert
Energy ◽  
2014 ◽  
Vol 78 ◽  
pp. 384-396 ◽  
Author(s):  
Min-Hwi Kim ◽  
Sang-Woo Ham ◽  
Jun-Seok Park ◽  
Jae-Weon Jeong

Author(s):  
Е. В. Кишневский ◽  
В. А. Кишневский ◽  
В. В. Чиченин

Author(s):  
John D. Bernardin ◽  
Walter C. Barkley ◽  
Jack Gioia ◽  
Pilar Marroquin

This paper discusses the design, analysis, and testing of a Water Cooling System (WCS) for a Drift Tube Linear (DTL) Particle Accelerator structure at the Los Alamos Neutron Science Center (LANSCE). The DTL WCS removes large amounts of dissipated electrical energy in a very controlled manner to maintain a constant temperature of the large structure. First, the design concept and method of water temperature control is discussed. Second, the layout of the water cooling system, including the selection of plumbing components and instrumentation is presented. Next, the development of a numerical nodal network model, used to size the plumbing, pump, control valves, and mixing tank (heat exchanger), is discussed. Finally, empirical pressure, flow rate, and temperature data from a functioning DTL water cooling system are used to assess the water cooling system performance and validate the numerical model.


2018 ◽  
Vol 65 (10) ◽  
pp. 751-755 ◽  
Author(s):  
G. V. Ledukhovsky ◽  
Yu. E. Barochkin ◽  
V. P. Zhukov ◽  
V. N. Vinogradov ◽  
I. A. Shatova

Materials ◽  
2020 ◽  
Vol 13 (21) ◽  
pp. 5036 ◽  
Author(s):  
Yu Wang ◽  
Bei Huang ◽  
Zhongyang Mao ◽  
Min Deng ◽  
Huan Cao

Boric acid, a weak acid, is often used to shield neutrons in water cooling systems in nuclear power stations. The leakage of boric acid in water cooling systems damages the concrete structure and affects the safety of nuclear power engineering. In this experiment, concrete specimens were cured with boric acid at 20, 40, and 70 °C to study the effect of boric acid on the microstructure and properties of concrete. X-ray diffraction (XRD) and thermogravimetry and differential scanning calorimetry (TG-DSC) were used to analyze the change in mineral composition. The microstructure was examined by scanning electron microscope (SEM). The porosity of the concrete was examined by mercury intrusion porosimetry (MIP). The results show that the performance of specimens was stable under the curing conditions of 20 and 40 °C. Under the curing environment of 70 °C, the performance of concrete cured with 0, 2000, and 7000 ppm concentrations was stable, but the compressive strength of the 180,000 ppm specimen was reduced by 27.8% and suffered the most serious loss of mass and surface corrosion, with the most harmful pores. The high concentration of boric acid seriously damaged the surface structure of concrete, which is the main reason for its loss of properties. This situation is extremely dangerous in nuclear power engineering, so the effect of boric acid leakage cannot be ignored.


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