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海岸建筑物前的局部冲刷
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作者:赵子丹 |
单位: 天津大学 |
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出版年,卷(期):页码:1990,14(3):22-28 |
摘要:
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在近岸区,泥沙有沿岸输送和向岸一离岸输送。对于某一局部地区而言,则输入的泥沙量大于输出的泥沙量,则出现淤积,否则出现冲刷。天然岸滩在动力条件的长期作用下,处于动力平衡状态,即已调节到泥沙的输入量和输出量相等。故其岸滩剖面能保持稳定。当建造海岸建筑物后,原来的动力条件受到破坏,因而在建筑物的周围出现冲刷或淤积。本文讨论在以向岸—离岸输沙为主的情况下,由于海岸建筑物的建成而出现的建筑物前的局部冲刷,着重讨论了以下三个问题:(1)建筑物前的水深与冲刷过程的关系。(2)建筑物前海床的最大冲刷深度。(3)建筑物前海床的冲刷形态。文中广泛地介绍了近期的国际研究成果,也扼要说明了本文笔者的一些见解。
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基金项目:
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本文为进行国家教委博士点基金项而作
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作者简介:
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参考文献:
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Sawaragi, T., and Y. Kawasaki, 1980: Scour at the foot of sea walls, Annual Rept., Kyoto Univ. Disaster Prevention Research Institute, No. 4, pp. 1-12 (in Japanese).
Sato, S., N. Tanaka, and I. Irie, 1966: Experiment on two dimensional scour by waves at the foot of vertical walls, Proc. 13th Japanese Conf. on Coastal Eng. Conf., JSCE, pp. 156-161 (in Japanese).
Hosoi, M., and C. Arakawa, 1968: Examination of beach profile change in front of sea wails, proc. 15th Japanese Conf. on Coastal Eng., JSCE, pp. 136-141 (in Japanese).
Chestnutt, C. B., and R. E. Schiller, Jr., 1971: Scour of Simulated gulf coast sand beaches due to wave action in front of sea walls and dune barriers, Texas A & M Univ., COE Rep. No. 139, TAMU-SG-71-207, 54 pp.
Nods, H., and T. Iwasa, 1972: Study on sconrin front of sea walls, proc. 19th Japanese Conf. on Coastal Eng., JSCE, 9953-57 (in Japanaese).
Hattori, M., and K. Kawamata,1977: Experiments on restoration of beaches backed by sea walls, Coastal Eng, in Japan, Vol. 20, pp56-68.
Xie, S-L., 1981. , Scouring patterns in front of vertical breakwaters and their influences on the stability of the foundation of the breakwaters, Technishe Hogescholl, Delft(The Netherlands), 61 pp.
Saeki, H., T. Ono. and K. Hamanaka, 1985: Experimental study on the scour in front of coastal revetments, proc. 32nd Japanese Conf. on Coastal Eng., JSCE, pp. 440-444 (in Japanese).
Dorland. G. M., 1940: Equilibrium sand slopes infront of sea walls, MS Thesis, Dep. of Civil Eng., Univ. California, Berkeley, 43 pp.
Russel, R. C. H., and C. Inglis, 1953: The influence of a vertical walls on a beach in front of it, Proc. Minnesota International Hydraulics Convention, pp. 221-226.
Sato, S., N. Tanaka, and I. Irie, 1968: Study on scouring at the foot of coastal strttetures, Proc. 11th Coastal Eng. Conf., ASCE, pp. 579-598.
Sawaragi, T., and I. Takahata, 1971: On the mechanism of local scour in front of sen walls (2nd Rept.), proc. 18th Conf. on Coastal Eng., JSCE, pp. 71-376 (in Japanese).
Hattori, M., and K. Kawamata, 1977: Experiments on restoration of beaches backed by seawalls, Coastal Eng in Japan, Vol. 20, pp. 55-68.
Hashimoto, H., S. Tanaka, and Y. Tsutsui, 1983: Local scour in front of ently sloped sea walls and its effects on the cross-sectional sediment movement, Proc. 30th Japanese Conf. on Coastal Eng., JSCE. pp. 249-253 (in Japanese).
Katayama, T., I. Irie, and T. Kawakami, 1974: Performance of offshore breakwaters of the Niigata Coast, Coastal Eng. in Japan, Vol. 17, pp. 129-139.
Nishida, H., Y. Yamaguchi, T. Kondo, and K. Shimizu, 1985: Investigation of subsiding of offshore breakwaters by elastic wave surveying methods, proc. 32nd Japanese Conf. on Coastal Eng., JSCE, pp. 365-369 (in Japanese).
Hattori, M., 1969: Mechanism of sediment suspension due to stauding waves, proc. 16th Japanese Conf. on Coastal Eng., JSCE. pp. 147-152 (in Japanese).
Ishida, A., I. Hayashi, and H. Takahashi, 1981: Study on the cross sectional sediment movement in the offshore zone, proc. 28th Japanese Conf. on Coastal Eng., ISCE, pp. 182-192 (in Japanese).
Bijker, E. W., 1971: Longshore transport computation, proc. ASCE, Vol. 97, No. WW4, pp. 687-701.
Ire, I., K. Nadaoka, T. Kondo, and K. Terasaki, 1984: Two dimensional seabed Scour in front of breakwaters by standing waves, Rept Port and Harbour Res. Inst., Vol. 23, No. 1, pp. 3-52 (in Japanese).
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