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IMPROVEMENT OF MARINE ENVIRONMENTS BY DREDGING AND CREATION OF MARINE PRODUCTION AREAS

机译:通过疏浚和创建海洋生产领域的海洋环境改善

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Fishing ports and enclosed bays are characterized by low exchange of seawater, inflow of effluent from the surrounding area, and run-off from the fisheries industry. Uneaten feed from aquaculture builds up, causing mucking of the sea floor, and soft cohesive deposits accumulate. This degrades the enclosed water environments and causes a decline in depth of water that can hinder the movements of fishing boats and other craft. Currently, the disposal of untreated muck, soft soils, etc., into nearby offshore areas is prohibited, so it is important that some method can be developed to process and reuse these materials. This paper has provided information about the construction of a manmade island in a fishing port, associated environmental assessment, and field observations made using a model embankment to solve above problems. The following conclusions can be made from the present study: 1. The use of mixture of dredged soil and a cement-base hardening material is effective for constructing a manmade island on soft ground and recycling dredged soil. 2. The lateral deformation of the mooring wharf during the construction of the manmade island was increased by an increase in the lateral earth pressure induced by the fill dirt. 3. The deep cement mixing section, rubble mound and mooring wharf merged into one unit and rigidly inclined in a lateral direction. 4. The relationship between the surface settlement of the central part of the embankment and the maximum lateral displacement in the ground under the toe of the embankment slope appeared to be nearly linear, and construction was carried out in a stable state.
机译:渔港和封闭式托架的特点是海水交换,周边地区的污水流入,以及渔业行业的跑步。从水产养殖露天饲料建立起来,导致海底捣碎,柔软的粘性沉积物积聚。这使得封闭的水环境降低,导致水深下降,这可能阻碍渔船和其他工艺的运动。目前,禁止处理未处理的泥土,软土等,进入附近的海上地区,因此重要的是可以开发一些方法来处理和重用这些材料。本文提供了有关在渔港,相关环境评估和使用模型路堤制造的现场观测中建造的人造岛屿建设的信息,以解决上述问题。以下结论可以通过本研究制作:1。使用疏浚土壤和水泥基材的混合物和水泥基材硬化材料是在软土地带和回收疏浚土壤上建造一个人造岛的有效。 2.通过填充污垢引起的横向接地压力的增加,在人造岛的构造过程中横向变形。 3.深层水泥混合段,瓦砾土墩和系泊码头合并到一个单元中并沿横向刚性倾斜。 4.堤防中央部分的表面沉降与堤防斜面脚趾下的地面的最大横向位移之间的关系似乎几乎是线性的,并且在稳定状态下进行结构。

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