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Masakazu YAMAZAKI, Shinzo HIRASAWA, Nobuo KIDO, Masaaki OHYA, Katsuya ...
1983 Volume 49 Issue 446 Pages
2043-2052
Published: October 25, 1983
Released on J-STAGE: March 28, 2008
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Koji KIKUYAMA, Mitsukiyo MURAKAMI, Eiji ASAKURA, Natsuo KANZAKi
1983 Volume 49 Issue 446 Pages
2053-2061
Published: October 25, 1983
Released on J-STAGE: March 28, 2008
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Yuji TOMITA
1983 Volume 49 Issue 446 Pages
2062-2068
Published: October 25, 1983
Released on J-STAGE: March 28, 2008
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Keizo WATANABE, Touichi MAEDA, Toshiyuki IWATA, Hiroshi KATO
1983 Volume 49 Issue 446 Pages
2069-2077
Published: October 25, 1983
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Tadamoto SAKAI
1983 Volume 49 Issue 446 Pages
2078-2085
Published: October 25, 1983
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Takashi KUBOTA, Setsuo YAMADA
1983 Volume 49 Issue 446 Pages
2086-2093
Published: October 25, 1983
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Mutsuhiro ARINOBU, Isamu SUZUKI
1983 Volume 49 Issue 446 Pages
2094-2101
Published: October 25, 1983
Released on J-STAGE: March 28, 2008
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Masataka SHIRAKASHI, Shinji UENO, Yasuhiro ISHIDA, Syoichi WAKIAYA
1983 Volume 49 Issue 446 Pages
2102-2110
Published: October 25, 1983
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Toshiaki KUMADA, Katsuhiko SAGAE, Ryoji ISHIGURO
1983 Volume 49 Issue 446 Pages
2111-2118
Published: October 25, 1983
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Shigeru HINATA
1983 Volume 49 Issue 446 Pages
2119-2127
Published: October 25, 1983
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Kahoru TORII, Toshiyuki AMANO
1983 Volume 49 Issue 446 Pages
2128-2136
Published: October 25, 1983
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Kahoru TORII, Toshiyuki AMANO
1983 Volume 49 Issue 446 Pages
2137-2146
Published: October 25, 1983
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Kouichi KAMIMOTO, Yasuyuki MIYOSHI, Izumi KINOSHITA, Shu HASEGAWA
1983 Volume 49 Issue 446 Pages
2147-2153
Published: October 25, 1983
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Yutaka ASAKO, Hiroshi NAKAMURA
1983 Volume 49 Issue 446 Pages
2154-2162
Published: October 25, 1983
Released on J-STAGE: March 28, 2008
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Yusumi NAGAHASHI, Naomichi HIRAYAMA
1983 Volume 49 Issue 446 Pages
2163-2171
Published: October 25, 1983
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Nobuhiro SEKI, Syoichiro FUKUSAKO, Junidhito Tanaka, Kimito Itoh, Tosh ...
1983 Volume 49 Issue 446 Pages
2172-2180
Published: October 25, 1983
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Takaharu TSURUTA, Hiroaki TANAKA
1983 Volume 49 Issue 446 Pages
2181-2189
Published: October 25, 1983
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Niro TAKAKI, Masahiro SHOJI
1983 Volume 49 Issue 446 Pages
2190-2199
Published: October 25, 1983
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Fumitake CHISAKA
1983 Volume 49 Issue 446 Pages
2200-2208
Published: October 25, 1983
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Kenichi ITO, Toshiaki YANO, Takashi OHKUBO, Youko KIMURA
1983 Volume 49 Issue 446 Pages
2209-2217
Published: October 25, 1983
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Toshiaki KONOMI
1983 Volume 49 Issue 446 Pages
2218-2223
Published: October 25, 1983
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Toshihiro TAKAMI, Kouzou SUDOU
1983 Volume 49 Issue 446 Pages
2224-2229
Published: October 25, 1983
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he fully-developed flow of incompressible fluid through the curved pipe with the elliptic cross section has been investigated analytically and experiment1ly. The velocity profiles of the main flow and the flow pattern of the secondary flow are made clear by the numerical analysis. Also, the studies are conducted on the effects of the shape of the cross section upon the friction coefficient, important in the industrial engineering. The experiments are executed by flowing water through the curved pipe with the elliptic cross section. The experimental results of the pressure drop are compared with the analytical results. The approximate expression of the friction coefficient, which is taken account of the aspect ratio and the tube pitch, is presented on the basis of the analytical and experimental results.
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Ikuo NAKAMURA, Yoshinori UEKI, Shintaro YAMASHITA
1983 Volume 49 Issue 446 Pages
2230-2235
Published: October 25, 1983
Released on J-STAGE: March 28, 2008
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An experimental study has been performed on the structures of the mean flow and turbulent fields around a cylinder spinning in a quiescent fluid. Two kinds of cylinders, each different in diameter, have been used in this experiment. Measured mean velocity profiles are found not to obey the conventional logarithmic law at all. Instead, they are satisfactorily expressed by the different law of the wall, logarithmic law and defect law, deduced in this study, from those of the flat-plate turbulent flow. A gradient Richardson number computed from the mean flow data is always negative and reaches its minimum value -0.5 in the middle region of the shear layer. In the outermost part of the layer, the mean velocity behaves as 1/γ although the flow is turbulent ; this behaviour can be inferred from the defect law representation. Discussion is made about the balances of the radial mean momentum and the turbulent kinetic energy.
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Eiji KATO, Minoru SUITA, Masaaki KAWAMATA, Masumi YUDA
1983 Volume 49 Issue 446 Pages
2236-2241
Published: October 25, 1983
Released on J-STAGE: March 28, 2008
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Studies have been made to compare and discuss the analytical solutions solved by the method of characteristics with the experimental results on the water hammer. The measurements have been carried out using the l/6 scale model of the primary coolant system of the experimental fast breeder reactor "JOYO" belonging to Power Reactor and Nuclear Fuel Development Corporation. The water hammer has been taken place, at the flow velocity 0.5 and 1.0 m/sec, with closing slowly the flow control clap valve in the time ranges 4.5∼9.6 seconds and 4.6∼11.2 seconds respectively. Qualitative agreement was found between the analytical and experimental results. And the calculation gave the safety value at the peak pressure. Therefore the calculation models and idea used in this paper have sufficient practical value.
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Yujiro SAKAMOTO
1983 Volume 49 Issue 446 Pages
2242-2247
Published: October 25, 1983
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Slip factor dependence on flow rate was investigated using a new technique, to estimate mean flow condition at the inlet of vaneless diffuser. The characteristics of Slip Factor dependence on flow rate was found to change depending whether the centrifugal compressor went into choking condition or not in the normal operation range. Also impeller was found to be affected by vaned diffuser changing the rotor speed at inducer choke occurrence and blockage factor at inducer throat at that time depending on the throat area of the vaned diffuser.
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Katsuhiro YAMAMOTO
1983 Volume 49 Issue 446 Pages
2248-2253
Published: October 25, 1983
Released on J-STAGE: March 28, 2008
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In order to clarify fundamental aspects of the optimum valve operation to suppress pressure rises in waterhammer, two typical problems are studied for a single pipe line system without loss. One is the case how to close a valve minimizing the maximum pressure in a specified valve closing time, and another is the case minimizing a valve closing time for a specified maximum pressure. The problems are solved by graphycal method based on characteristics theory. As the results for the above two problems case the optimum valve movements and simple formula between valve closing time and the maximum pressure are derived. In addition the solution is improved for the similar problem proposed by Streeter, i. e. the valve stroking.
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