A Study on the Roughness Factor and the Stability of a Composite Channel.
A Study on the Roughness Factor and the Stability of a Composite Channel.
批准号:
59550338
负责人:
ISHIKAWA Tadaharu
金额:
$1.09万
依托单位国家:
日本
项目类别:
Grant-in-Aid for General Scientific Research (C)
财政年份:
1984
资助国家:
日本
项目状态:
已结题
起止时间:
1984 至 1985
中文摘要
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英文摘要
The roughness factor of a composite channel increses when there is a strong lateral mixing between the low water channel and the flood plain. Therefore, We carried out an experiment on the lateral momentum mixing in a shallow open channel where the primary shear is in vertical. The following three types of flow were examined. (1) A couple of flows parallel to each other with a velocity difference. (2) A wake behind a piar. (3) A boundary layer on the side bank. Results showed that the lateral mixing in a shallow open channel is similar to the mixing of free turbulent flow and that the lateral eddy viscosity is proportional to the product of a lateral velocity difference and a lateral shear layer thickness. A shallow water equation accompanied by the above expression of the eddy viscosity led to a method of estimating the roughness factor of a composite channel.The flow resistance of bushes which often glow between the low water channel and the flood plain was studied by a field observation and a flume experiment. It is noteworthy that the coupling of the motion of bushes and the lateral seiche makes an regular emition of voltexes and enlarges the resistance.A numerical calculation method was developed to estimate a secondary circulation intensity which influences a large effect on the stability of the low water channel bank. Experiments verified that this method is useful especially in a natural river channel which is often bending in ancomprecated manner.The above results are served for the planning and designing a composite channel.
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石川忠晴,田中昌宏: 水理講演会論文集. 31. 329-333 (1987)
Tadaharu Ishikawa、Masahiro Tanaka:液压会议记录 31. 329-333 (1987)。
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通讯作者:
Shinich YAMAZAKI, Tadaharu ISHIKAWA, Tokuji KANAMARU: "An Experimental Study on the Lateral Shear Field in an Open Channel." Proceedings of Annual Conference of the Japan Society of Civil Engineers.39-II. 473-474 (1984)
Shinich YAMAZAKI、Tadaharu ISHIKAWA、Tokuji KANAMARU:“明渠横向剪切场的实验研究”。
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Tadaharu ISHIKAWA, Masahiro TANAKA: "Studies on the Resistance Characteristics of the Bushes in the Open Channel Flow." Proceedings of Japanese Conference on Hydraulics.30. 329-333 (1987)
Tadaharu ISHIKAWA、Masahiro TANAKA:“明渠水流中灌木丛阻力特性的研究”。
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山崎真一,石川忠晴,金丸督司: 土木学会年次学術講演会概要集. 39-2. 473-474 (1984)
Shinichi Yamazaki、Tadaharu Ishikawa、Toji Kanemaru:日本土木工程师学会年度学术讲座摘要集 39-2 473-474(1984)。
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田中昌宏,石川忠晴,木村聡: 土木学会年次学術講演会講演概要集. 41-2. 295-296 (1986)
Masahiro Tanaka、Tadaharu Ishikawa、Satoshi Kimura:日本土木工程师学会年度学术会议摘要 41-2 295-296 (1986)。
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共 8 条
Transition of hydraulic and sedimentary conditions in a river estuary under seasonal flow variations
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Behavior of fine sediment and its effect on the formation of hypoxia in estuaries.
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A Field Study on Salinity Circulation in Lake Ogawara
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A Basic Study on Environmental Study at Primary School by Introducing Public Works
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财政年份:1995
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依托单位:
Development of small ADCP with a memory for off-line data processing
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依托单位:
海外基金