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Journal Articles

A 3 MeV linac for development of accelerator components at J-PARC

Kondo, Yasuhiro; Asano, Hiroyuki*; Chishiro, Etsuji; Hirano, Koichiro; Ishiyama, Tatsuya; Ito, Takashi; Kawane, Yusuke; Kikuzawa, Nobuhiro; Meigo, Shinichiro; Miura, Akihiko; et al.

Proceedings of 28th International Linear Accelerator Conference (LINAC 2016) (Internet), p.298 - 300, 2017/05

We have constructed a linac for development of various accelerator components at J-PARC. The ion source is same as the J-PARC linac's, and the RFQ is a used one in the J-PARC linac. The beam energy is 3 MeV and nominal beam current is 30 mA. The accelerator has been already commissioned, and the first development program, laser-charge-exchange experiment for the transmutation experimental facility, has been started. In this paper, present status of this 3-MeV linac is presented.

Journal Articles

Present status of J-PARC linac

Oguri, Hidetomo; Hasegawa, Kazuo; Ito, Takashi; Chishiro, Etsuji; Hirano, Koichiro; Morishita, Takatoshi; Shinozaki, Shinichi; Ao, Hiroyuki; Okoshi, Kiyonori; Kondo, Yasuhiro; et al.

Proceedings of 11th Annual Meeting of Particle Accelerator Society of Japan (Internet), p.389 - 393, 2014/10

no abstracts in English

Journal Articles

Improvement of vacuum pressure in the annular-ring coupled structures for the J-PARC linac

Ao, Hiroyuki; Nemoto, Yasuo; Ozone, Akira; Tamura, Jun

JPS Conference Proceedings (Internet), 8, p.011004_1 - 011004_6, 2014/09

The annular-ring coupled structure (ACS) accelerating cavities of the J-PARC linac went into operation in 2014. An additional non-evaporable getter (NEG) pump unit was designed so that it can be installed independently of the vacuum chamber of the ACS cavity for further improvement of the vacuum pressure of the ACS. We confirmed that the NEG pump unit can be properly activated using the small pumping station and that purging with noble gases is effective to reduce the saturation of NEG surface. In the evacuation test using the prototype ACS cavity with the NEG pump, the partial pressure of H$$_{2}$$ and the total pressure were reduced from $$4.8 times 10^{-7}$$ and $$6.8 times 10^{-7}$$ Pa to $$2.5 times 10^{-7}$$ and $$4.5 times 10^{-7}$$ Pa, respectively. The additional NEG pump unit will be installed to the ACS cavity in the Summer of 2014, and then the vacuum improvement and the lifetime of the NEG pump will be confirmed by the long-term operation test.

Journal Articles

Reactive-transport model analyses of bentonite alteration behavior at alkaline condition generated by cement-water interaction in a TRU wastes repository

Oda, Chie; Honda, Akira; Takase, Hiroyasu*; Ozone, Kenji*; Sasaki, Ryoichi*; Yamaguchi, Kohei*; Sato, Tsutomu*

Nendo Kagaku, 51(2), p.34 - 49, 2013/02

Proposed TRU repository designs for geological disposal envisage the use of a bentonite buffer to limit the migration of radionuclides by impeding groundwater flow. Under highly alkaline conditions due to cementitious materials could cause a complex series of coupled changes in the porewater chemistry, mineralogy and, ultimately, the mass transport properties of the bentonite buffer. To elucidate the consequences of these coupled changes, reactive-transport model analyses have been conducted for eight bentonite alteration test cases using different combinations of secondary minerals that could form in the bentonite buffer. It was found that after 100,000 years the amount of dissolved bentonite was at a maximum when metastable secondary minerals precipitated. It was also found that the diffusion and hydraulic coefficients after 100,000 years in all test cases were on the same order of magnitude as the initial values.

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