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嘉兴市排海工程等截面扩散器淤积试验

Model tests on sediment deposition in invariable cross-section diffuser of Jiaxing marine disposal project

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【作者】 刘成韦鹤平何耘

【Author】 LIU Cheng 1, WEI He ping 1, HE Yun 2 [BHDWG12mm,WK120mmZQW](1. State Key Laboratory of Water Pollution Control and Resources Reuse, Tongji University, Shanghai 200092, China; 2. Anhui Institute of Architectural Engineering, Hefei 230022, China)

【机构】 同济大学环境污染控制与资源化国家重点实验室!上海200092安徽建筑工业学院!安徽合肥230022

【摘要】 由于地质、结构等原因 ,嘉兴市污水处理工程排放口拟采用等截面扩散器。结合该工程 ,运用模型相似、泥沙运动等理论 ,对排放口等截面扩散器内泥沙淤积问题进行了浑水模型试验。在一定的排放量下 ,泥沙冲淤平衡时 ,扩散器内会形成高度沿程递增的泥沙淤积。对本工程 ,排放量小于 30万t/d时 ,泥沙淤积对上升管出流有影响 ;排放量为 45万t/d时 ,泥沙淤积对上升管出流无明显影响。建议对工程提出减少淤积的改进措施。

【Abstract】 The invariable cross section diffuser is to be adopted in the sea outfall of Jiaxing marine disposal project, because of the facts of geology and structure. Sediment laden model studies have been taken on the sediment deposition in the invariable cross section diffuser of the outfall related to the project using the theories of the model similarity and sediment movement. When the diffuser is in the equilibrium condition of wash deposition of sediment in certain discharge, the sediment bed with the height increased from the shore to the seaward end in the diffuser would be formed. To this specific project, the sediment bed will influence the risers’ discharge when the total discharge flow was below 300 000 t/d, whereas, it will not influence the risers’ discharge significantly when the total discharge flow is 450 000 t/d. It is suggested that the improvement measures to reduce the sediment deposit for the diffuser should be put forward.

【关键词】 排放口扩散器淤积
【Key words】 outfalldiffusersedimentation
  • 【文献出处】 海洋环境科学 ,MARINE ENVIRONMENTAL SCIENCE , 编辑部邮箱 ,2000年02期
  • 【分类号】X703
  • 【被引频次】2
  • 【下载频次】49
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