课题基金 / 基金详情

Study on influence of natural and social environment on sediment yield in the mountainous area

Study on influence of natural and social environment on sediment yield in the mountainous area
山区自然社会环境对产沙量的影响研究
批准号:
11660152
负责人:
HIRAMATSU Shinya
金额:
$2.3万
依托单位:
依托单位国家:
日本
项目类别:
Grant-in-Aid for Scientific Research (C)
财政年份:
1999
资助国家:
日本
项目状态:
已结题
起止时间:
1999 至 2001

项目摘要

项目成果

HIRAMATSU Shinya的其他基金

相关文献

中文摘要
翻译
近年来,在日本,由于木材价格在森林经营成本增加的情况下变得便宜,林业工人减少和老龄化的原因,其利润急剧下降,林业正在衰落。因此,森林砍伐后往往会留下森林,造成山坡和洪水的严重破坏。本研究通过对位于米耶县的宫川大坝的泥沙淤积以及森林采伐和造林随时间的变化情况进行分析,以明确森林采伐对产沙量的影响。在此基础上,建立了考虑年降水量和林业实际条件的产沙量预测模型。并将该沉积模型应用于宫川坝址盆地。模拟的结果表明,该模拟模型能够较好地预测宫川坝区的产沙量。此外,为了了解林木根系(活根和腐根)对土壤水分运动的影响,在神谷湖上游神谷多诺流域的一个山坡上进行了田间喷洒试验。通过田间试验,证实了以下几点。雨水集中在森林根部周围。其趋势随雨强的增大而增大。林木根部周围的等效导水率是土壤基质的1.1~3.2倍。
英文摘要
Recently, in Japan forestry is decline because its profit falls down drastically for reasons that price of timbers get cheap in spite of increase of forest management cost, forestry workers decrease and get aged. Therefore, forests become to be left frequently after deforestation, resulting in serious devastation of hill slopes and torrents. In this study, sedimentation of Miyakawa-dam where located in Mie prefecture, and changes of deforestation and forestation with time was grasped to clean influence of forest practice on sediment yield. Using these results, sediment yield predicting model considering annual precipitation and forest practice conditions was constructed. And this sedimentation model was applied to Miyakawa-dam basin. As the result of this simulation, comparison of the observed and calculated sedimentation showed that this simulation model was adequate for the predicting the sediment yield in Miyakawa-dam basin.Furthermore, in order to understand effects of forest roots (living - root and decayed - root), which are a portion in primary factor to make soil layer structure heterogeneous, on hydrologic processes, that is, water movement in soil layer, field sprinkling experiments were carried out on a hillslope in the Kamiyadono basin where located in upper stream of Shigenobu-Liver. The following matters were confirmed by these field experiments. Rainwater concentrates on the surroundings of forest roots. And, its tendency is enlarged in proportion to an increase of rainfall intensity. Equivalent hydraulic conductivity at surrounding of forest roots is 1.1〜3.2 timeses as large as one of the part of soil matrix.
期刊论文(7)
专著(0)
科研奖励(0)
会议论文
辻村真貴, 恩田裕一, 小松陽介, 清水卓弘, 松村和也, 服部重昭, 中川有里, 松井孝子: "礫層および風化花崗岩からなる丘陵地源流域における流出・水質特性"水文・水資源学会誌. 14卷3号. 229-238 (2001)
Maki Tsujimura、Yuichi Onda、Yosuke Komatsu、Takuhiro Shimizu、Kazuya Matsumura、Shigeaki Hattori、Yuri Nakakawa、Takako Matsui:“由砾石层和风化花岗岩组成的丘陵源流域的径流和水质特征” 日本水文学会杂志和水资源。第 14 卷,第 3 期。229-238 (2001)
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熊沢至朗, 平松晋也: "斜面土層内の大径礫(転石)が雨水の挙動や斜面の安定性に及ぼす影響に関する実験的研究"砂防学会誌. 54卷3号. 4-13 (2001)
Shiro Kumazawa、Shinya Hiramatsu:“边坡土层中大直径碎石(滚石)对雨水行为和边坡稳定性影响的实验研究”日本侵蚀控制学会杂志第 54 卷 3. 4-。 13 (2001)
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Fnkuyama, T., Onda, Y., Takenaka, C., Yamamoto, T.: "Estimation of soil erosion using a Radionuclide in reservoir sediment and forest soil"Journal of the Japan society of Erosion Control Engineering. 54(1). 4-11 (2001)
Fnkuyama, T.、Onda, Y.、Takenaka, C.、Yamamoto, T.:“利用水库沉积物和森林土壤中的放射性核素估算土壤侵蚀”日本侵蚀控制工程学会杂志。
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牛山素行: "1901年以降の降水量記録から見た1999年6月29日広島豪雨の特徴"自然災害科学. 20卷1号. 59-74 (2001)
Motoyuki Ushiyama:“从1901年以来的降水记录中看到的1999年6月29日广岛暴雨的特征”《自然灾害科学》第20卷,第1. 59-74页(2001年)。
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共 7 条
    Study on the setting and cancellation timing of the reference rainfall for warning and evacuation after a large-scale earthquake
    • 批准号:
      16K01325
    • 项目类别:
      Grant-in-Aid for Scientific Research (C)
    • 资助金额:
      $2.83万
    • 财政年份:
      2016
    • 负责人:
      HIRAMATSU Shinya
    • 依托单位:
    Hydrological study on behavior of rainwater in forest slopes to improve analysis accuracy of collapse prediction method
    • 批准号:
      25350504
    • 项目类别:
      Grant-in-Aid for Scientific Research (C)
    • 资助金额:
      $3.24万
    • 财政年份:
      2013
    • 负责人:
      HIRAMATSU Shinya
    • 依托单位:
    Hydrological and geomorphic study on immunity of hillside slope against slope failure