| 城市污水排江工程模型试验的研究 |
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| 引用本文： | 陈祖军,韦鹤平. 城市污水排江工程模型试验的研究[J]. 环境污染与防治, 2001, 23(6): 286-289 |
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| 作者姓名： | 陈祖军 韦鹤平 |
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| 作者单位： | [1]同济大学水污染控制与资源化研究国家重点实验室,上海200092 [2]同济大学水污染控制与资源化研究国家重点实验室 |
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| 摘 要： | 对城市污水排江问题进行了模拟试验,通过对水力模型不同试验工况中改变喷嘴个数、射流速度、射流角度和上升管间距条件下的试验结果分析,结合武汉市污水排江工程问题,确定了黄浦路、平湖门尾水排放中的近区多喷口形式的最佳工程参数,实践证明效果良好。
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| 关 键 词： | 模型试验 射流 稀释扩散 |
A model study on municipal river discharge |
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| Chen Zujun,Wei Heping. State Key Lab. of Pollution control & Resources Reuse,Tongji University,Shanghai . A model study on municipal river discharge[J]. Environmental Pollution & Control, 2001, 23(6): 286-289 |
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| Authors: | Chen Zujun Wei Heping. State Key Lab. of Pollution control & Resources Reuse Tongji University Shanghai |
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| Affiliation: | Chen Zujun,Wei Heping. State Key Lab. of Pollution control & Resources Reuse,Tongji University,Shanghai 200092, |
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| Abstract: | A modeling simulation for municipal sewage discharging into river is carried out with various diffuser ports, jet outflow velocity, outlet angles and riser spacings. Combined with the factual situation of river outfall engineering of Wuhan city, some optimum parameters for the formation of multiports at Huangpu Road and Pinghu Gate are provided respectively. It is proved to be functional well.; |
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| Keywords: | Buoyant jet Jet outflow Dilution and diffusion |
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