Field tests of a sled system for beach profile measurement and of bed load sampler at T-shaped observation pier
Field tests of a sled system for beach profile measurement and of bed load sampler at T-shaped observation pier
批准号:
62550373
负责人:
KAWATA Yoshiaki
金额:
$1.41万
依托单位:
依托单位国家:
日本
项目类别:
Grant-in-Aid for General Scientific Research (C)
财政年份:
1987
资助国家:
日本
项目状态:
已结题
起止时间:
1987 至 1988
中文摘要
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英文摘要
The in situ measurement of the bottom topography and the rate of sediment transport under storm wave conditions have been studied with T-shaped observation pier(TOP) at Ogata Wave Observatory, DPRI, Kyoto University. First of all, a bottom profiler equipped with a pressure sensor could be developed and secondly a bed load sampler was made on the basis of the ideas of local scour around the sampler and discharge of water from the opening. The principal conclusions are as follows:1. It is possible to get an accurate three dimensional bottom topotraphy with the profiler at TOP, even if under storm wave conditions.2. The beach processes around the pier is as same as those on the Ogata Coast. the dip and shoal are nearly stable year by year and this feature is well fixed under storm waves in winter. Moreover, the offshore sediment transport generated by the reflected waves due to concrete armor units lined up along the shoreline leads to loss of sediment in the shallow water area and increment of water depth. Especially, at the east end of the offshore wing of the pier, a strong undertow can be detected under swell wave conditions.3. The bed load sampler can trap the rate of sediment transport during a half wave period. The local scour around the lower hopper part of the sampler can fix it at the same position. The intake of sea water through the elbow pipe whose entrance is at the height of 50cm from the sea bottom can spread out during another half wave period.4. The data of bed load transport are fairly good agreement with the present formula of sediment transport by waves which is theoretically derived by the author.
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河田恵昭: 第35回海岸工学講演会論文集. 35. 387-391 (1988)
Yoshiaki Kawata:第 35 届海岸工程会议论文集。35. 387-391 (1988)。
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影响因子:
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作者:
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通讯作者:
河田恵昭: 第36回海岸工学論文集. 36. (1989)
川田义明:第 36 期海岸工程论文 36。(1989 年)
DOI:
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发表时间:
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影响因子:
--
作者:
[]
通讯作者:
河田恵昭: 第35回海岸工学講演会論文集. 35. (1988)
Yoshiaki Kawata:第 35 届海岸工程会议记录 35。(1988)。
DOI:
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发表时间:
期刊:
影响因子:
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作者:
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通讯作者:
KAWATA Yoshiaki: "Field tests of a sled system for beach profile measurement at T-shaped observation pier" Proc of the35th Japanese Conference on Coastal Engineering. 35. 387-391 (1988)
川田义明:“T 形观测码头海滩轮廓测量雪橇系统的现场测试”,第 35 届日本海岸工程学会会议记录。
DOI:
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发表时间:
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影响因子:
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作者:
[]
通讯作者:
KAWATA Yoshiaki: "The in situ measurement of sediment transport under storm wave conditions" Proc. of the 36th Japanese Conference on Coastal Engineering. 36. (1989)
川田义明:“风暴波条件下沉积物输送的原位测量”Proc。
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通讯作者:
Beginning of Tsunami Archeology
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