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基于蚯蚓生态池-活性污泥法处理村庄污水的研究
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作者 王凯迪 《山西化工》 CAS 2024年第6期229-231,284,共4页
为了研究蚯蚓生态池对村庄污水的处理效果,本文通过建立蚯蚓生态池过滤系统,对蚯蚓生态滤池在试验期间对污染物的去除效果,以及不同季节蚯蚓生态滤池处理效果进行了分析。研究结果表明:蚯蚓生态过滤处理可以有效去除污水中的化学需氧量(... 为了研究蚯蚓生态池对村庄污水的处理效果,本文通过建立蚯蚓生态池过滤系统,对蚯蚓生态滤池在试验期间对污染物的去除效果,以及不同季节蚯蚓生态滤池处理效果进行了分析。研究结果表明:蚯蚓生态过滤处理可以有效去除污水中的化学需氧量(COD)、生物需氧量(BOD5)和悬浮物(SS),经蚯蚓生态过滤后出水元素数值是相对稳定的;蚯蚓过滤后对污水中的氮和磷具有良好的去除效果,但只有少数样品能满足Ⅱ级排放标准[ρ(TN)≤20 mg/L,ρ(TP)≤3 mg/L]的要求;蚯蚓生态过滤在冬季最冷的时期处理效果显著低于春季和夏季最热的时期,但水中大多元素的数值达到了排放标准。 展开更多
关键词 蚯蚓生态池 污水处理 去除率 排施标准
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Limiting drainage criterion for groundwater of mountain tunnel 被引量:1
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作者 程盼 赵炼恒 +2 位作者 李亮 邹金锋 罗伟 《Journal of Central South University》 SCIE EI CAS 2014年第12期4660-4668,共9页
Large amount of groundwater discharging from tunnel is likely to cause destruction of the ecological environment in the vicinity of the tunnel, thus an appropriate drainage criterion should be established to balance t... Large amount of groundwater discharging from tunnel is likely to cause destruction of the ecological environment in the vicinity of the tunnel, thus an appropriate drainage criterion should be established to balance the tunnel construction and groundwater.To assess the related problems, an limiting drainage standard ranging from 0.5 to 2.0 m3/(m·d) was suggested for mountain tunnels based on survey and comparative analysis. After that, for the purpose of verifying the rationality of the standard, a calculated formula for dewatering funnel volume caused by drainage was deduced on the basis of the groundwater dynamics and experience method.Furthermore, the equation about the relationship between water discharge and drawdown of groundwater table was presented. The permeability coefficient, specific yield and groundwater table value were introduced, and then combined with the above equation, the drawdown of groundwater table under the proposed limiting drainage criterion was calculated. It is shown that the proposed drainage standard can reach the purpose of protecting ecological environment under the following two conditions. One is the permeability coefficient ranges from 10-4 to 10-5 m/s and the specific yield ranges from 0.1 to 0.001. The other is the permeability coefficient varies from 10-6 to 10-8 m/s and the specific yield varies from 0.1 to 0.01. In addition, a majority of common geotechnical layers are involved in the above ranges. Thus, the proposed limiting drainage standard which ranges from 0.5 to 2.0 m3/(m·d) for mountain tunnel is reasonable. 展开更多
关键词 mountain tunnel groundwater dewatering funnel limiting drainage criterion drawdown of groundwater table
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