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Onoe, Hironori; Takeuchi, Ryuji
JAEA-Data/Code 2020-015, 22 Pages, 2020/11
JAEA-Data-Code-2020-015.pdf:2.3MB
JAEA-Data-Code-2020-015-appendix(DVD-ROM).zip:2.42MB
Japan Atomic Energy Agency (JAEA) has been conducting Mizunami Underground Research Laboratory (MIU) Project, which is a broad scientific study of the deep geological environment as a basis of research and development for geological disposal of high-level radioactive waste, targeting in crystalline rock. The main goals of the MIU Project from Phase I to Phase III are: to establish techniques for investigation, analysis and assessment of the deep geological environment, and to develop a base of engineering for deep underground application. The groundwater inflow monitoring into shafts and research galleries, has been conducted to achieve the Phase II goals. Furthermore, these monitoring were ceased at the end of FY2019 due to the completion of the MIU project. This report describes the results of the groundwater inflow monitoring from April 2019 to March 2020.
Onoe, Hironori; Takeuchi, Ryuji
JAEA-Data/Code 2019-009, 22 Pages, 2019/10
JAEA-Data-Code-2019-009.pdf:2.57MBJAEA-Data-Code-2019-009-appendix(CD-ROM).zip:2.34MB
Tono Geoscience Center of Japan Atomic Energy Agency (JAEA) is pursuing a geoscientific research and development project namely the Mizunami Underground Research Laboratory (MIU) Project in crystalline rock environment in order to construct scientific and technological basis for geological disposal of High-level Radioactive Waste (HLW). The MIU Project has three overlapping phases: Surface-based Investigation phase (Phase I), Construction phase (Phase II), and Operation phase (Phase III). As for The MIU Project (Phase II) was carried out from 2004 fiscal year, and has been started the Phase III in 2010 fiscal year. The groundwater inflow monitoring into shafts and research galleries, has been maintained to achieve the Phase II goals, begins in 2004 fiscal year and follows now. This document presents the results of the groundwater inflow monitoring from fiscal year 2016 to 2018.
Iyatomi, Yosuke; Mikake, Shinichiro; Matsui, Hiroya
JAEA-Review 2018-004, 42 Pages, 2018/03
JAEA-Review-2018-004.pdf:4.71MB
The Mizunami Underground Research Laboratory (MIU) project is being pursued by the Japan Atomic Energy Agency (JAEA) to enhance the reliability of geological disposal technologies through investigations of the deep geological environment in the crystalline host rock (granite) at Mizunami City in Gifu Prefecture, central Japan. The three remaining important issues have been carrying out on the MIU project. This report focuses on "Development of groundwater management technology" for "Development of countermeasure technologies for reducing groundwater inflow", which is one of those important issues. The concentrations of naturally occurring fluorine and boron dissolved in groundwater pumped from shafts and horizontal tunnels at MIU, are reduced to the levels below the environmental standards at a water treatment facility. The development of groundwater management technologies including such groundwater treatment is one key issue for large-scale underground facility construction. With this background, literature survey related to investigations on the latest treatment technologies for removing fluorine and boron from waste water were conducted and applicability of the technologies to MIU were reviewed. Additionally, the countermeasures against rocks, soils and groundwater containing naturally occurring heavy metals were summarized. The literature survey results indicated that the adsorbent was able to remove fluorine and boron, and the coprecipitation was able to remove fluorine to the levels below their respective environmental standards. However, the ground water at MIU contains suspended solids and cement due to excavation, its removal rates of fluorine and boron are different from the ones of general waste water. From this point, it concluded that the present groundwater treatment method performed at MIU: coagulation treatment for removal of fluorine and control of pH primary, and adsorbent treatment for removed boron is appropriated.
Mikake, Shinichiro; Ikeda, Koki; Matsui, Hiroya; Tsuji, Masakuni*; Nishigaki, Makoto*
Doboku Gakkai Rombunshu, C (Chiken Kogaku) (Internet), 74(1), p.76 - 91, 2018/03
Pre-grouting of shafts and galleries had been conducted during the construction of MIU in the aspect of reducing water inflow. After excavating GL.-500m gallery, a post-grouting was performed on section of the pre-excavation grouting area under high water pressure condition (max: 4MPa). The post-grouting experiment was performed outside of the pre-grouting zone with designs, applying colloidal silica grouting material and complex dynamic grouting. It was estimated that the inflow after post-grouting was reduced by 1/100 of the case that pre- and post-grouting were not performed. These results indicate that the applied combined pre- and post-grouting methodology is effective in reducing water inflow and it can be applicable under high water pressure condition. Then, this paper states the theoretical evaluation of relationship between reduction of hydraulic conductivity and the grouting zone is very convenient and useful for grouting design and estimate of water inflow.
Tsuji, Masakuni*
Doboku Kuotari, Vol.190, p.51 - 74, 2016/05
Pre-excavation grouting of shafts and galleries has been conducted during the construction of Mizunami Underground Research Laboratory in the aspect of safe works and reducing the discharge treatment of the water inflow. The grouting methodology has been simultaneously studied and developed as there is less experience of grouting in low conductive rock with high water pressure, especially in Japan. After excavating GL.-500m gallery on the ventilation shaft side, a post-excavation grouting campaign was performed on a 16-meter section of the pre-grouted area. Three new options for the grouting design were adopted and found to be effective with sufficiently decreasing the water inflow into the gallery.
Horita, M.*; *; Okutsu, Kazuo*; Yamamoto, Takuya*; Amemiya, Kiyoshi*
JNC TJ8400 2000-022, 303 Pages, 2000/02
JNC-TJ8400-2000-022.pdf:10.42MB
This report gives supplementary information and discussions on issues of the high-level waste geological disposal study. The following subjects are discussed ; (1)Evaluation of the effects of coefficient of lateral pressure to the specifications of disposal facilities (2)Functional development of remote operational machinery (3)Arrangement of basic data on cost estimation for disposal (4)Understanding of engineering countermeasures to potential phenomena deep under the ground (5)Selection of construction technologies (6)Establishment of the disposal concept under the coasts. For the coefficient of lateral pressure equal to 2, the cross section of disposal drift, the disposal drift spacing, the waste package pitch in the disposal drift and the specification of supporting system are designed. They are compared with those for the case of coefficient of lateral pressure equal to 1. In the case of coefficient of lateral pressure equal to 2, total length of drifts is 1.5 times, and total excavation volume is 1.8 times larger than later case. For the sealing, transportation and emplacement equipment for waste, technology of the fundamental function, remote operation, accidental events and countermeasures are discussed. The plan for developments on those items is proposed. The item of the cost for the construction, operation, and backfilling are discussed. The surface facilities, and, worker arrangement plan are proposed. For the potential phenomena encountered deep under the ground, the countermeasures are investigated form the construction experience, and the future research subjects are discussed for the underground research laboratory. For the construction technologies, the experience of construction management for the tunnel is investigated, and, the research subjects are proposed. For the disposal concept under coasts, rock condition, design condition, construction management, and quality control are compared with the disposal concept under the ground. The ...
Chijimatsu, Masakazu*; Fujita, Tomoo; Sugita, Yutaka; Taniguchi, Wataru
JNC TN8400 2000-008, 339 Pages, 2000/01
JNC-TN8400-2000-008.pdf:30.96MB
Geological disposal of high-level radioactive waste (HLW) in Japan is based on a multibarrier system composed of engineered and natural barriers. The engineered barriers are composed of vitrified waste confined within a canister, overpack and buffer material. Highly compacted bentonite clay is considered one of the most promising candidate buffer material mainly because of its low hydraulic conductivity and high adsorption capacity of radionuclides. In a repository for HLW, complex thermal, hydraulic and mechanical (T-H-M) phenomena will take place, involving the interactive processes between radioactive decay heat from the vitrified waste, infiltration of ground water and stress generation due to the earth pressure, the thermal loading and the swelling pressure of the buffer material. In order to evaluate the performance of the buffer material, the coupled T-H-M behaviors within the compacted bentonite have to be modelled. Before establishing a fully coupled T-H-M model, the mechanism of each single Phenomenon or partially coupled phenomena should be identified. Furthermore, in order to evaluate the coupled T-H-M phenomena, the analysis model was developed physically and numerically and the adequacy and the applicability was tested though the engineered scale laboratory test and in-situ test. In this report, the investigative results for the development of coupled T-H-M model were described. This report consists of eight chapters. In Chapter l, the necessity of coupled T-H-M model in the geological disposal project of the high-level radioactive waste was described. In Chapter 2, the laboratory test results of the rock sample and the buffer material for the coupled T-H-M analysis were shown. The rock samples were obtained from the in-situ experimental site at Kamaishi mine. As the buffer material, bentonite clay (Kunigel V1 and Kunigel OT-9607) and bentonite-sand mixture were used. In Chapter 3, in-situ tests to obtain the rock property were shown. As ...
Furuya, Kazuo*; *; Kodama, Toshio*
PNC TJ7705 97-001, 154 Pages, 1997/03
no abstracts in English
Yoneda, Yoshihiro*; Takahara, Hiroyuki*; Nakamura, Naoaki*; Akiyama, Shinsuke*; Moriya, Toshifumi*; Negi, Tateyuki*
PNC TJ1380 97-002, 157 Pages, 1997/03
None
Sugita, Yutaka; Kanno, Takeshi; Ishikawa, Hirohisa; Ishiguro, Katsuhiko
PNC TN8410 96-014, 46 Pages, 1995/12
None
Sakaki, Toshihiro
PNC TN7410 95-002, 45 Pages, 1995/04
It is considered that boreholes drilled from a drift cause disturbance to the surrounding hydraulic environment. In the study on the excavation disturbance, it is necessary to understand the influence of boreholes for proper evaluation of aquired data. Using the two-dimensional F.E.M. analysis, an influence of a borehole on the surrounding hydraulic environment and an effect of sealing packers are investigated preliminarily. The results are as follows. (1)Allowing groundwater to leak out from a borehole, pressure head in the vicinity decreased. (2)Placing sealing packers, the decrease in pressure head was reduced. (3)The more packers, the more effective. This report describes the detailed results and discussions of the investigation.
Cho, Hisashi*; Yokoi, Koichi*; Noguchi, Yoshifumi*; Morita, Masaya*; Nakamura, Naoaki*; Takahara, Hiroyuki*; Moriya, Toshifumi*
PNC TJ1380 94-001, 1308 Pages, 1994/03
None
Horita, M.*; Furuichi, Mitsuaki*; Ito, K.*; Sudo, Ken*
PNC TJ7449 91-001VOL2, 406 Pages, 1991/05
PNC-TJ7449-91-001VOL2.pdf:11.33MB
no abstracts in English
Mikake, Shinichiro
no journal, ,
no abstracts in English
