科伦坡港口城基础设施项目水交换物理模型试验研究
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Water exchange physical model test on Colombo port city development project
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    摘要:

    斯里兰卡科伦坡南港南侧新建科伦坡港口城基础设施项目为填海工程,区域内设有人工河道、游艇泊位、人造沙滩等。工程实施后工程水域内水体交换是该工程面临的一大问题。通过潮汐物理模型试验,对工程实施后工程水域水动力特性、过流能力、水交换情况进行研究。研究结果表明:人工水系各水域存在较大的差异性,南游艇码头区水动力最弱;人造运河3个弯道的弯顶位置不论南向流北向流均为弱流回流区;但只要南北口存在微小的水位差,就能形成一定的置换流量。模型试验结果表明,水交换能力主要取决于单向流流速大小及其持续时间。在试验条件下,人造运河水体交换基本可满足10 d交换一次的要求;由于南游艇码头区深度内凹,水动力最弱,水体交换不能满足要求。

    Abstract:

    The Government of Sri Lanka has been planning to build Colombo port city development project at the south of Colombo South port,where artificial water system,marine basin and artificial sandy beach have been built.The water exchange in this area is one of the most complex problems after building the project.Through the tidal physical model test,the hydrodynamic characteristics,flow capacity and water exchange of the water in the project studied.The result shows that big difference exists among each waters of the artificial river system.The hydrodynamic of southern marina basin is the weakest;the bend top position of the 3 corners in the Canal is stagnation regions and weak current recirculation regions both for south current and north current.But as long as small water level difference exists at the south and north entrances,a certain number of displacements flow may be formed.The model test result shows that water exchange capability is mainly depend on the unidirectional flow velocity and duration.Under experiment conditions the water exchange in the Canal can basically meet the requirement of fulfilling exchanging once per every 10 days and because the southern marina basin is concaved and has the weakest hydrodynamic,it cannot meet the water exchange requirement.

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吴门伍,张 军,马明生,等.科伦坡港口城基础设施项目水交换物理模型试验研究[J].水运工程,2015(1):86-92.

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  • 在线发布日期: 2015-01-16
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