FUNDAMENTAL STUDIES ON BEACH EROSION
So far, the systematic studies on beach process have been scarcely developed, and the establishment of the mechanics of beach process have been left as unknown field because of the complication of its mechanism. The author has made an effort to clarify this subject for many years, and published some...
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| Published in | Doboku Gakkai ronbunshū Vol. 1963; no. 89; pp. 1 - 10 |
|---|---|
| Main Author | |
| Format | Journal Article |
| Language | English |
| Published |
Japan Society of Civil Engineers
1963
|
| Online Access | Get full text |
| ISSN | 0047-1798 1884-4944 1884-4944 |
| DOI | 10.2208/jscej1949.1963.1 |
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| Abstract | So far, the systematic studies on beach process have been scarcely developed, and the establishment of the mechanics of beach process have been left as unknown field because of the complication of its mechanism. The author has made an effort to clarify this subject for many years, and published some of the results of studies in the Proceedings of the Conferences on Coastal Engineering in Japan and the Annuals of the Disaster Prevention Research Institute, Kyoto University. In this paper, the summary and conclusions of the studies on this subject by the author are presented with the following items : 1. Fundamental studies on the dynamic process of beach erosion by the sand movement in the parpendicular direction to a shoreline. 2. Fundamental studies on the dynamic process of beach erosion by littoral sand drifts. 3. Applied studies on the dynamic process of beach erosion by coastal structures. 4. Similitude on model experiments on moving bed. |
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| AbstractList | So far, the systematic studies on beach process have been scarcely developed, and the establishment of the mechanics of beach process have been left as unknown field because of the complication of its mechanism. The author has made an effort to clarify this subject for many years, and published some of the results of studies in the Proceedings of the Conferences on Coastal Engineering in Japan and the Annuals of the Disaster Prevention Research Institute, Kyoto University. In this paper, the summary and conclusions of the studies on this subject by the author are presented with the following items : 1. Fundamental studies on the dynamic process of beach erosion by the sand movement in the parpendicular direction to a shoreline. 2. Fundamental studies on the dynamic process of beach erosion by littoral sand drifts. 3. Applied studies on the dynamic process of beach erosion by coastal structures. 4. Similitude on model experiments on moving bed. |
| Author | Sawaragi, Toru |
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| References | 14) Savage, R.P. : Laboratory Study of the Effect of Groins on the Rate of Littoral Transport; Equip-ment Development and Initial Tests, Beach Erosion Board, Tech. Memo. No. 114, June 1959, pp. 1-56. 9) Saville, T. Jr. : Scale Effects in Two Dimentional Beach Studies, Proc. 7th General Meeting, I.A.H. R. 1957. 17) Saville, T. Jr. : Model Study of Sand Transport Along an Infinitely Long Straight Beaches, Trans., Amer. Geophys. Union, 1950, pp. 555-565. 20) Adachi, S., Sawaragi, T. and Ogo, A. : On the Effect of Coastal Structure to the Littoral Sand Drifts, Trans., Coastal Eng. in Japan, Vol. 2, pp. 85-98. 1) 石原藤次郎・椹木 亨・天野哲男 : 漂砂の運動機構に関する基礎的研究 (第1報), 土木学会第5回海岸工学講演会講演集昭33.11, pp.65-71. 7) 篠原謹爾・椿東一郎・斎藤 隆 : 漂砂と波の特性に関する研究, 土木学会第5回海岸工学講演会講演集, 昭33.11, pp.61-64. 18) Johnson, J.W. : Sand Transport by Littoral Currents, Proc. 5th Hyd. Conf. Bull. 34, States University Iowa, Studies in Eng., 1953, no. 89-409. 4) 石原藤次郎・椹木 亨 : 漂砂の移動限界流速, 限界水深および移動量について (漂砂の運動機構に関する基礎的研究第3報), 土木学会第7回海岸工学講演会講演集, 昭35.11, pp.47-58. 15) 椹木亨・村上仁 : 沿岸漂砂量の推定について, 土木学会第4回海岸工学講演会講演集, 昭32.11, pp.41-50. 21) 椹木 亨・川崎芳一 : 海岸堤防堤脚部の洗掘について, 京都大学防災研究所年報, 第4号, 昭37.3, pp.198-209 3) Vincent, G.E. : Contribution to the Study of Sediment Transport on a Horizontal Bed due to Wave Action, Coastal Eng. No. 6, 1958, pp. 326354. 19) 椹木 亨 : 沿岸漂砂に及ぼす構造物の影響, 土木学会第4回海岸工学講演会講演集, 昭32.11, pp.51-58. 5) Johnson, J.W. : Scale Effect in Hydraulic Model Involving Wave Motion, Trans., Amer. Geophys. Union, Vol. 30, No. 4, Aug. 1949, pp. 517-527. 8) 岩垣雄一・椹木 亨 : 海岸の平衡勾配に関する二, 三の問題について, 京都大学防災研究所創立5周年記念論文集, 1956, pp.233-240. 6) 栗原道徳・篠原謹爾・椿東一郎・吉岡益男 : 波による海浜の砂移動, 土木学会第3回海岸工学講演会講演集, 昭31.11, pp.151-158. 2) Ishihara, T., Sawaragi, T. and Amano, T. : Fundamental Studies on Dynamics of sand Drift (Report 1 and 2), Coastal Eng. in Japan, Nov. 1959, pp. 35-52. 16) 岩垣雄一・椹木 亨 : 沿岸漂砂量の新算定法について, 土木学会第7回海岸工学講演会講演集, 昭35.11, pp.59-68. 13) Caldwell, J.M. : Wave Action and Sand Movement near Anaheim Bay, California, Beach ErosionBoard, No. 68, 1956, pp. 1-21. 22) 石原藤次郎・岩垣雄一・椹木 亨 : 養浜の波高減衰効果に関する実験的研究, 京都大学防災研究所年報第5号, (創立10周年記念号) 昭37.3, pp.296-305. 10) も岩垣雄一・椹木 亨 : 海浜の平衡勾配と砕波による砂移動に関する実験, 土木学会第2回海岸工学講演会講演集, 昭30.11, pp.99-105. 11) 椹木亨 : 移動床実験の現地海岸への適用に関する一考察, 土木学会第8回海岸工学講演会講演集, 昭36.9, pp.134-138. 12) Watts, G.M. : A Study of Sand Movement at South Lake Worth Inlet, Florida, Beach Erosion Board, Tech. Memo. No. 49, 1953, pp. 1-36. |
| References_xml | – reference: 15) 椹木亨・村上仁 : 沿岸漂砂量の推定について, 土木学会第4回海岸工学講演会講演集, 昭32.11, pp.41-50. – reference: 3) Vincent, G.E. : Contribution to the Study of Sediment Transport on a Horizontal Bed due to Wave Action, Coastal Eng. No. 6, 1958, pp. 326354. – reference: 6) 栗原道徳・篠原謹爾・椿東一郎・吉岡益男 : 波による海浜の砂移動, 土木学会第3回海岸工学講演会講演集, 昭31.11, pp.151-158. – reference: 17) Saville, T. Jr. : Model Study of Sand Transport Along an Infinitely Long Straight Beaches, Trans., Amer. Geophys. Union, 1950, pp. 555-565. – reference: 7) 篠原謹爾・椿東一郎・斎藤 隆 : 漂砂と波の特性に関する研究, 土木学会第5回海岸工学講演会講演集, 昭33.11, pp.61-64. – reference: 16) 岩垣雄一・椹木 亨 : 沿岸漂砂量の新算定法について, 土木学会第7回海岸工学講演会講演集, 昭35.11, pp.59-68. – reference: 19) 椹木 亨 : 沿岸漂砂に及ぼす構造物の影響, 土木学会第4回海岸工学講演会講演集, 昭32.11, pp.51-58. – reference: 5) Johnson, J.W. : Scale Effect in Hydraulic Model Involving Wave Motion, Trans., Amer. Geophys. Union, Vol. 30, No. 4, Aug. 1949, pp. 517-527. – reference: 2) Ishihara, T., Sawaragi, T. and Amano, T. : Fundamental Studies on Dynamics of sand Drift (Report 1 and 2), Coastal Eng. in Japan, Nov. 1959, pp. 35-52. – reference: 12) Watts, G.M. : A Study of Sand Movement at South Lake Worth Inlet, Florida, Beach Erosion Board, Tech. Memo. No. 49, 1953, pp. 1-36. – reference: 22) 石原藤次郎・岩垣雄一・椹木 亨 : 養浜の波高減衰効果に関する実験的研究, 京都大学防災研究所年報第5号, (創立10周年記念号) 昭37.3, pp.296-305. – reference: 1) 石原藤次郎・椹木 亨・天野哲男 : 漂砂の運動機構に関する基礎的研究 (第1報), 土木学会第5回海岸工学講演会講演集昭33.11, pp.65-71. – reference: 10) も岩垣雄一・椹木 亨 : 海浜の平衡勾配と砕波による砂移動に関する実験, 土木学会第2回海岸工学講演会講演集, 昭30.11, pp.99-105. – reference: 13) Caldwell, J.M. : Wave Action and Sand Movement near Anaheim Bay, California, Beach ErosionBoard, No. 68, 1956, pp. 1-21. – reference: 18) Johnson, J.W. : Sand Transport by Littoral Currents, Proc. 5th Hyd. Conf. Bull. 34, States University Iowa, Studies in Eng., 1953, no. 89-409. – reference: 11) 椹木亨 : 移動床実験の現地海岸への適用に関する一考察, 土木学会第8回海岸工学講演会講演集, 昭36.9, pp.134-138. – reference: 20) Adachi, S., Sawaragi, T. and Ogo, A. : On the Effect of Coastal Structure to the Littoral Sand Drifts, Trans., Coastal Eng. in Japan, Vol. 2, pp. 85-98. – reference: 14) Savage, R.P. : Laboratory Study of the Effect of Groins on the Rate of Littoral Transport; Equip-ment Development and Initial Tests, Beach Erosion Board, Tech. Memo. No. 114, June 1959, pp. 1-56. – reference: 4) 石原藤次郎・椹木 亨 : 漂砂の移動限界流速, 限界水深および移動量について (漂砂の運動機構に関する基礎的研究第3報), 土木学会第7回海岸工学講演会講演集, 昭35.11, pp.47-58. – reference: 8) 岩垣雄一・椹木 亨 : 海岸の平衡勾配に関する二, 三の問題について, 京都大学防災研究所創立5周年記念論文集, 1956, pp.233-240. – reference: 9) Saville, T. Jr. : Scale Effects in Two Dimentional Beach Studies, Proc. 7th General Meeting, I.A.H. R. 1957. – reference: 21) 椹木 亨・川崎芳一 : 海岸堤防堤脚部の洗掘について, 京都大学防災研究所年報, 第4号, 昭37.3, pp.198-209 |
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| Title | FUNDAMENTAL STUDIES ON BEACH EROSION |
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