The organic concentration of effluent can be calculated if the reactor volume and influent concentration are given. 也可以在已知反应器体积及进水有机物浓度的情况下,计算出水中有机物含量。
The electro-osmotic method was used to do the dewatering research on environmental dredged sludge of Taihu Lake, by analyzing its water holding variation with time, the correlativity between the effluent volume and energy consumption, and the effecting factors and optimizing scheme. 利用电渗法对太湖环保疏浚底泥进行脱水研究,分析其含水率随时间的变化、出水量与能耗的相关关系,以及其影响因素和优化方案。
The relationship between effluent volume and concentration of copper and ethylene diamine tetraacetic acid ( EDTA) thereof was studied. Breakthrough and elution curves of copper and EDTA were illustrated. 研究了流出液中铜、EDTA的浓度与流出液体积之间的关系,介绍了穿透曲线及洗脱曲线。
The effluent concentration profile model of polymer flooding in Daqing oilfield reservoir condition has been determined by experiment, and inaccessible pore volume and retention pore volume bas been obtained. 实验测得了大庆油层条件下的聚合物驱产出液浓度剖面模型,求出了相应的不可入孔隙体积和吸附滞留孔隙体积。
To reach the new effluent discharge standard, COD volume loading rate should be lower than 0.67 kg/ ( m 3 · d). 要使COD达到新的排放标准,进水COD容积负荷应低于0.67kg/(m3·d)(该负荷下出水COD在100mg/L上下波动,平均为106.3mg/L);
The model equation indicated that the concentration of effluent water substrate was related to the surface area of biofilm, and not related to the volume of the reactor. 模型方程表明,出水基质浓度与生物膜表面积相关,与反应器体积无关。
On the basis of the system, the water quality is assessed objectively, the effluent volume in the future is predicted, the water environmental functional district is planned, the water environment capacity is calculated and the water environment of HuaiNan City is planned rationally. 基于此GIS系统,对淮南市水质现状进行客观评价,对废水排放量进行预测,合理划分水环境功能区以及水环境容量计算,对淮南市水环境进行合理规划。
To study the permeability of topsoil, and adsorption and interception of characteristic effluent oil around proposed refinery, water seeping test has been conducted with measurement of seepage water volume once 30 minutes, and 3 hours of whole test period. 为了研究拟建炼油厂表层土壤渗透情况及对特征污染物油的吸附和截留情况,实施了渗水实验,每隔30min测定一次渗水量,渗水实验时间为3h。