| 废水稳定塘串联组合系统在冲击负荷下的试验与数学模拟 |
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| 引用本文： | 李 平,李献文. 废水稳定塘串联组合系统在冲击负荷下的试验与数学模拟[J]. 环境科学研究, 1992, 5(1): 1-5 |
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| 作者姓名： | 李 平 李献文 |
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| 作者单位： | 中国环境科学研究院 北京 100012; |
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| 摘 要： | 本文通过室内试验揭示了稳定塘串联系统较之单塘系统具有较高的抗冲击负荷能力。建立了描述稳定塘串联系统动态特性的数学模型,并应用计算机对有机物浓度冲击负荷和流量冲击负荷下的串联组合系统进行模拟,验证并发展了室内试验的结论:稳定塘的串联组合系统对有机物浓度冲击负荷和进水流量冲击负荷均具有缓冲能力。
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| 关 键 词： | 稳定塘 串联 冲击负荷 数学模型 计算机模拟 |
| 收稿时间： | 1991-01-26 |
Test and Simulation of Multi-stage Stabilization Ponds in the Condition of Transient Load |
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| Li Ping and li-xianwen. Test and Simulation of Multi-stage Stabilization Ponds in the Condition of Transient Load[J]. Research of Environmental Sciences, 1992, 5(1): 1-5 |
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| Authors: | Li Ping and li-xianwen |
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| Affiliation: | Chinese Research Academy of Environmental Sciences, Beijing,100012 |
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| Abstract: | Through tests in a laboratory, the conclusion that the systems of multi-stage stabilization pond have higher resistance to transient load than the systems of single pond is drawn.The mathematical model which describes dynamic performance of multi-stage stabilization pond is established, and by using computer the model is used to simulate performance of multi-stage pond in the situation of transient load. The results of simulation show that the systems of multi-stage pond have the ability to buffer the effect of influent BOD pulse and inflow rate pulse. |
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| Keywords: | Stabilization pond Multi-stage Transient load Mathematical model Simulation. |
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