著者

星上 幸良 小林 昭男 宇多 高明 三浦 正寛 熊田 貴之 三波 俊郎

出版者

Japan Society of Civil Engineers

雑誌

海洋開発論文集 (ISSN:09127348)

巻号頁・発行日

vol.19, pp.481-486, 2003 (Released:2011-06-27)

参考文献数

9

被引用文献数

1

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Preventive method of beach erosion and accretion triggered by the formation of wave shadow zone associated with extension of port breakwater is investigated through the field observation, taking the Shimohara fishing port in Tateyama City in Chiba Prefecture as the example. This phenomenon is well-known in coastal engineering, but in Japan this kind of beach erosion and accretion have been repeatedly reported. In order to solve this problem, not only the research in engineering method, but also improvement of the environmental assessment system are required so as to include the prediction of topographic changes in the items of environment assessment.

著者

野志 保仁 宇多 高明 清水 達也 熊田 貴之 冨澤 和雄 川瀬 栄 下木 豪

出版者

公益社団法人 土木学会

雑誌

土木学会論文集B3(海洋開発) (ISSN:21854688)

巻号頁・発行日

vol.68, no.2, pp.I_1209-I_1214, 2012 (Released:2012-09-18)

参考文献数

2

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九十九里浜南端部に位置する一宮海岸は有名なサーフスポットのひとつである.とくに一宮海岸に設置されている7~10号ヘッドランド間では,夏季の南東からの入射条件下でサーフィンに都合のよい波が立つと言われている.本研究では,太東崎沖に発達する広大な岩礁帯(器械根)による屈折回折効果を波浪場の計算により検討することにより,当該区域のサーフスポットの成立理由を明らかにした.この結果,夏季には,沖合にある器械根による屈折・回折が著しいことから,一宮川河口から太東漁港までの全域でサーフィンに都合のよい波が立つことが分かった.

著者

宇多 高明 木暮 陽一 平野 一彦 大内 香織 三波 俊郎 熊田 貴之

出版者

Japan Society of Civil Engineers

雑誌

水工学論文集 (ISSN:09167374)

巻号頁・発行日

vol.51, pp.1325-1330, 2007 (Released:2010-08-25)

参考文献数

8

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Numerical simulation using the contour line change model was carried out to restore the sandy beach on the lakeshore in Ukishima area in Lake Kasumigaura. Past aerial photographs were compared to investigate the long-term shoreline changes of the Wadamisaki sand spit formed in the southeast part of the lake. The predominant wave direction of wind waves was determined from the shoreline changes in Ukishima area. Given the wave height predicted using the SMB method and predominant wave direction, the optimum arrangement of groins was determined using the contour line change model considering the effect of grain size changes.

著者

熊田 貴之 小林 昭男

出版者

Japan Society of Civil Engineers

雑誌

海洋開発論文集 (ISSN:09127348)

巻号頁・発行日

vol.16, pp.315-320, 2000 (Released:2011-06-27)

参考文献数

4

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In this paper, the results of the field survey on the coastal erosion at Kemigawa beach as the artificial beach are presented, and causes of the erosion are discussed using the sea conditions and the grain-size distribution of sands of the beach. The results of the investigation are summarized as follows:(1) The erosion at Kemigawa beach is intense compared with neighbor artificial beaches that has a characteristic like the Kemigawa beach.(2) The result of the numerical analysis using the cross section of the construction plan shows that the wave conditions of near shore at Kemigawa beach is calmness in the stormy weather.(3) The results of the grain-size analysis of sands show that the small-size sands that flow away from the center of Kemigawa beach maybe deposit at the base of the breakwater.(4) The result of the comparison between d50 of the sands and the gradient of the foreshore about the construction plan of Kemigawa beach shows that the beach has the tendency of the erosion.

著者

星上 幸良 小林 昭男 宇多 高明 熊田 貴之 酒井 和也 三波 俊郎

出版者

Japan Society of Civil Engineers

雑誌

海洋開発論文集 (ISSN:09127348)

巻号頁・発行日

vol.19, pp.487-492, 2003 (Released:2011-06-27)

参考文献数

4

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Relation between beach erosion and the development of coastal forest was investigated by comparing past aerial photographs, taking the Heisa-ura coast in Chiba Prefecture as the example. Sand dune has been well developed at this coast due to the strong wind-blown sand in winter in the past. In order to prevent the damage due to wind-blown sand, coastal forest has been extensively planted. However, excess development of coastal forest in recent years as well as the construction of earth dike along the coastal forest caused shoreline recession by the excavation of beach sand to supply the construction materials. Appropriate land management isrequired between the coastal forest area and the shore protection area in order to avoid devastation of natural sandy beach.

著者

清水 達也 小林 昭男 宇多 高明 熊田 貴之 野志 保仁 芹沢 真澄

出版者

Japan Society of Civil Engineers

雑誌

海岸工学論文集 (ISSN:09167897)

巻号頁・発行日

vol.54, pp.691-695, 2007 (Released:2010-06-04)

参考文献数

7

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Topography of beach cusps and grain size sorting was observed at four coasts, as well as the observation of a backwash flow in a bay of a cusp. A movement of sea water flowing obliquely from the apex to the bay was observed, resulting in the generation of a backwash flow. On the basis of this observation, two pairs of sink and source were assumed and three-dimensional cusp topography was predicted, using the contour-line-change model considering the effect of grain size change by Kumada et al.(2005). The formation of a cusp and associated accumulation of coarse materials around the apex were well predicted.