Journal of the Japan Society of Erosion Control Engineering
Online ISSN : 2187-4654
Print ISSN : 0286-8385
ISSN-L : 0286-8385
Volume 48, Issue 6
Displaying 1-7 of 7 articles from this issue
  • [in Japanese]
    1996 Volume 48 Issue 6 Pages 1-2
    Published: March 15, 1996
    Released on J-STAGE: April 30, 2010
    JOURNAL FREE ACCESS
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  • Tetsuya KUBOTA, Takashi SASAYAMA
    1996 Volume 48 Issue 6 Pages 3-9
    Published: March 15, 1996
    Released on J-STAGE: April 30, 2010
    JOURNAL FREE ACCESS
    For the necessity of nature-wise planning of Sabo facility, recently the falling works of entire f ishway type are build as a part of a channel works. In this study, the soundscape induced by falling water of this kind of facilities are discussed comparing the concrete made with the stone made one under the nearly equal surrounding. Soundscape characteristic is concluded mainly described by sound range and sound fluctuation (Kubota 1995) from sound spectrum analysis. Hence, the focus is put on these two factors, and in consequence the results are summarized as below.
    (1) The sound fluctuation on stone made works shows 1/f fluctuation. And, the fluctuation on concrete made one changes to non-1/f, as the flow discharge increases. Here, f-frequency, and 1/f fluctuation is one of the feature of “bland” sound.
    (2) The sound fluctuation at the cross sectional upper side of falling water is closer to 1/f than the one of center portion of the cross section.
    (3) Portion of low frequency in the sound range comes prominent as the flow discharge increases. And this tendency is more notable on concrete falling works than on stone made one. Whereas, the sound that includes large low frequency part is known as non-bland sound.
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  • Hiroshi NAKANISHI, Takahisa MIZUYAMA, Iwao MIYOSHI
    1996 Volume 48 Issue 6 Pages 10-14
    Published: March 15, 1996
    Released on J-STAGE: April 30, 2010
    JOURNAL FREE ACCESS
    Mount Bandai erupted in 1888. A large part of the mountain body collapsed and slid down, which turned into debris avalanche. Three methods were applied to simulate this debris avalanche. They are Marker and Cell Method (MAC), Discrete Element Method (Ball Model) and 2-dimensional flow model. All methods show some good results by choosing appropriate parameters. Only data we have is resultant deposition. It is difficult to evaluate the simulated results. It is necessary to establish a more reasonable model.
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  • Yoko TOMITA, Wataru SAKURAI, Nobumitsu NAKA
    1996 Volume 48 Issue 6 Pages 15-21
    Published: March 15, 1996
    Released on J-STAGE: April 30, 2010
    JOURNAL FREE ACCESS
    The present study aims at quantitatively determining the risk of collapse extension following an earthquake by comparing the rainfall levels causing a collapse before and after an actual earthquake.
    It is found that a collapse occurs at a lower rainfall level after an earthquake in areas affected by the faults and that its occurence clearly corresponds to the rainfall level.
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  • Shoji TAKEUCHI
    1996 Volume 48 Issue 6 Pages 22-31
    Published: March 15, 1996
    Released on J-STAGE: April 30, 2010
    JOURNAL FREE ACCESS
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  • [in Japanese]
    1996 Volume 48 Issue 6 Pages 32-36_2
    Published: March 15, 1996
    Released on J-STAGE: April 30, 2010
    JOURNAL FREE ACCESS
    Download PDF (13448K)
  • 1996 Volume 48 Issue 6 Pages 37-60
    Published: March 15, 1996
    Released on J-STAGE: April 30, 2010
    JOURNAL FREE ACCESS
    Download PDF (12908K)
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