对GB8978-1996《污水综合排放标准》中磷酸盐指标的看法

在ＧＢ 8978 - 1 996《污水综合排放标准》中有磷酸盐 (以Ｐ计 )一项 ,它的监测方法为钼蓝比色法。在《水与废水监测分析方法 ( 3版 )》中 ,测定磷酸盐 (以Ｐ计 )的两个监测方法也是钼蓝法 ,只是还原剂不同 ,一为抗坏血酸 ,另一为氯化亚锡。而水中磷几乎以各种磷酸盐的形式存在 ,它们包括正磷酸盐、缩合磷酸盐 (焦磷酸盐、偏磷酸盐和多磷酸盐 )和有机结合的磷酸盐等。由此 ,在测定时 ,通常需按其存在形式 ,分别测定总磷、溶解性正磷酸盐和总溶解性磷。综述分析 ,ＧＢ 8978- 1 996《污水综合排放标准》中测定的应是总磷。因此 ,其相应的分析…     

孔雀绿体系流动注射光度法测定水中正磷酸盐

建立了流动注射-孔雀绿-磷钼杂多酸分光光度法测定水中痕量正磷酸盐的方法.优化了试验条件,方法在0 mg/L～0.3 00mg/L线性良好,检出限为0.002 mg/L,准确度和精密度均符合要求,而且快速简便,适用于地表水、地下水、饮用水等清洁水体中正磷酸盐的测定.     

反相流动注射法测定海水中磷酸盐

建立了反相流动注射-结晶紫-磷钼杂多酸离子缔合体系测定海水中磷酸盐的方法,确立了最佳试验条件,有效解决了海水的盐度干扰问题.方法线性良好,检出限为0.1 μg/L,精密度和准确度均符合要求,且流路简单,操作方便,可用于现场自动分析.     

过硫酸钾氧化——钼锑抗比色法测定总磷

用过硫酸钾氧化,在高压蒸气灭菌器中,将样品进行消解,将不同形态的磷转化为正磷酸盐。用抗坏血酸为还原剂,锑盐为催化剂钼兰分光光度法测定总磷。     

水和废水中总磷(钼铋抗光度法)测定

水样在中性或微酸性条件下,用过硫酸钾直接在比色管中,沸水浴进行氧化消解,将不同形态的磷酸盐转化为正磷酸盐(PO_4~(3-)用铋—钼试剂在酸性条件下与磷生成三元杂多酸。用抗坏血酸还原成深兰色颜料—钼兰,在710nm波长下进行分光光度测定     

水中总磷和溶解性磷酸盐的快速分光光度法

在H_2SO_4溶液介质中,磷钼钒三元杂多酸与孔雀绿反应形成有色络合物,在波长620nm处表观摩尔吸光系数为1.73×10~5L/mol·cm,线性范围是0～0.4(mg/L).检测下限为0.016mg/L,方法准确、稳定,操作简便、快速.能够用于水中总磷和溶解性磷酸盐的测定.     

流动注射荧光淬灭法测定天然水中痕量磷

本文在磷钼酸盐可淬灭罗丹明6G荧光的基础上,提出了一个流动注射荧光淬灭法直接测定水中ppb级痕量磷的新方法     

氨基酸法现场快速测定废水中的磷酸盐

通过磷酸盐与钼酸盐、氨基酸反应使样品呈淡蓝色,讨论了在事故现场快速测定水中磷的方法。试验表明方法灵敏,操作简单快速。检测范围0～15mg/L。     

废水和地表水中磷的形态分析

废水和地表水中磷的形态分析陶大钧（江苏省无锡市环境科学研究所２１４０２３）龚娴芙，朱本兴（江苏省江阴市环境监测站２１４４３１）１前言在废水和地表水中，磷几乎部以各种磷酸盐的形式存在，有正磷酸盐，焦磷酸盐，偏磷酸盐，多磷酸盐和有机结合的磷酸盐，特殊情况...     

水中微量磷及磷酸盐的测定——间接原子吸收分光光度法

本文介绍了通过测定磷酸铵镁中镁的含量,从而求得水中微量磷或磷酸盐含量的间接原子吸收法。水样用K_2S_2O_8处理,对消化方法、沉淀条件、共存离子影响作了实验,并与钼兰比色法作了比较,检出限较常规方法有较大提高。     

硝酸体系微波消解-偏钼酸铵分光光度法测定固废中总磷方法的研究

固体废物经硝酸体系微波消解,其中难溶盐和含磷有机物分解形成正磷酸盐进入溶液,在酸性条件下,正磷酸盐与偏钒酸铵和钼酸铵反应,生成黄色的三元杂多酸,于波长420nm处进行比色测定.样品量为0.5g,定容体积50ml,使用3cm比色皿,方法检出限为1.1mg/kg,测定下限为4.4mg/kg,满足固废总磷的监测要求.     

连续流动注射间接测定空气中的五氧化二磷

建立连续流动注射间接测定空气中五氧化二磷的方法。空气中的五氧化二磷用过氯乙烯滤膜或滤筒采样,加入去离子水反应生成正磷酸,过滤、洗涤、定容后运用连续流动注射仪进行测定。优化了抗坏血酸浓度、硫酸浓度、钼酸盐浓度以及恒温室温度等影响显色的因素。最佳条件下,实际样品五氧化二磷加标回收率为96.0%~102%,相对标准偏差在4%以下;采样体积为300 L时,方法检出限为0.001 6 mg/m~3。t检验结果表明,所建方法与现行国标法的测定结果无显著性差异。方法分析速度快、重现性好、灵敏度高,适用于空气中五氧化二磷的测定。     

Occurrence of orthophosphate monoesters in lake sediments: significance of myo- and scyllo-inositol hexakisphosphate

Orthophosphate monoesters often constitute a significant fraction of total phosphorus in lake sediments. The knowledge on the specific composition and recalcitrance of these compounds is however limited. The main aim was therefore to identify and quantify specific orthophosphate monoesters in sediment from 15 Danish lakes by solution (31)P NMR spectroscopy. The four most quantitatively important orthophosphate monoesters were myo-inositol hexakisphosphate (myo-IP(6)), scyllo-inositol hexakisphosphate (scyllo-IP(6)) α-glycerophosphate (α-GP) and β-glycerophosphate (β-GP). The compounds were identified in 9, 4, 8 and in all 15 lakes, respectively. In total these four components made up 46-100% of the orthophosphate monoester pool. The glycerophosphates (GPs) are most likely degradation products of phospholipids, created as an artifact by the alkaline extraction procedure used for (31)P NMR spectroscopy, while the inositol hexakisphosphates (IPs) are naturally occurring compounds. There was a significant positive correlation between myo-IP(6) and total aluminium in the sediment and a negative correlation between myo-IP(6) and lake water pH, suggesting that myo-IP(6) is stabilized in the sediment by adsorption at slightly acidic or neutral conditions. In three lakes, the depth distribution of the orthophosphate monoesters was investigated. The content of scyllo-IP(6) and myo-IP(6) was constant with sediment depth in two of the lakes while the content of myo-IP(6) decreased with depth in one of the lakes. In all cases the IPs seem to be preserved with sediment depth to a higher extent than the orthophosphate diesters and especially the GPs suggesting that IPs can be a sink for phosphorus in the lake ecosystem or at least delay P-recycling for years.     

Comparative impacts of stormwater runoff on water quality of an urban, a suburban, and a rural stream

Water quality data at 12 sites within an urban, a suburban, and a rural stream were collected contemporaneously during four wet and eight dry periods. The urban stream yielded the highest biochemical oxygen demand (BOD), orthophosphate, total suspended sediment (TSS), and surfactant concentrations, while the most rural stream yielded the highest total organic carbon concentrations. Percent watershed development and percent impervious surface coverage were strongly correlated with BOD (biochemical oxygen demand), orthophosphate, and surfactant concentrations but negatively with total organic carbon. Excessive fecal coliform abundance most frequently occurred in the most urbanized catchments. Fecal coliform bacteria, TSS, turbidity, orthophosphate, total phosphorus, and BOD were significantly higher during rain events compared to nonrain periods. Total rainfall preceding sampling was positively correlated with turbidity, TSS, BOD, total phosphorus, and fecal coliform bacteria concentrations. Turbidity and TSS were positively correlated with phosphorus, fecal coliform bacteria, BOD, and chlorophyll a, which argues for better sedimentation controls under all landscape types.     

Assessing the potentials of Lemna minor in the treatment of domestic wastewater at pilot scale

Water crisis is one of the most serious problems faced by the world today. Phytoremediation is one of the serious efforts towards sustainability. Macrophyte-based wastewater treatment systems have several potential advantages compared with conventional treatment systems. Duckweeds (Lemna spp., Spirodela spp., Wolffia spp.) are small, green freshwater, free-floating aquatic plants. The primary objective of this work was to analyze the role of duckweeds in organic waste and nutrient removal from domestic wastewater being generated from hostels of Birla Institute of Technology, Mesra, Ranchi (India). Interesting results were obtained in which the BOD value reduced by 94.45% and the level of orthophosphate at the end of the work was found to be reduced by 79.39%. The duckweeds flourished well during the experimental period in the pH range of 7 to 8; it can be said that, other factors remaining favorable, the optimum pH for duckweed growth ranges from 7 to 8. Therefore, it can be concluded that this treatment can be successfully carried out on a large scale. Also, it is a low-cost solution to wastewater treatment problems and could satisfy the discharge standards.     

水中挥发酚的测量不确定度评定

建立了分光光度法测定水中挥发酚的合成标准不确定度的数学模式，它由质量的标准测量不确定度和体积的标准测量不确定度组成。应用一个实例对这两部分标准不确定度的分量作了详尽的分析和计算，得出测量扩展不确定度结果。     

Desorption of arsenic from drinking water distribution system solids

Previous work has shown that arsenic can accumulate in drinking water distribution system (DWDS) solids (Lytle et~al., 2004) when arsenic is present in the water. The release of arsenic back into the water through particulate transport and/or chemical release (e.g. desorption, dissolution) could result in elevated arsenic levels at the consumers' tap. The primary objective of this work was to examine the impact of pH and orthophosphate on the chemical release (i.e. desorption) of arsenic from nine DWDS solids collected from utilities located in the Midwest. Arsenic release comparisons were based on the examination of arsenic and other water quality parameters in leach water after contact with the solids over the course of 168~hours. Results showed that arsenic was released from solids and suggested that arsenic release was a result of desorption rather than dissolution. Arsenic release generally increased with increasing initial arsenic concentration in the solid and increasing pH levels (in the test range of 7 to 9). Finally, orthophosphate (3 and 5 mg PO₄/L) increased arsenic release at all pH values examined. Based on the study results, utilities with measurable levels of arsenic present in their water should be aware that some water quality changes can cause arsenic release in the DWDS potentially resulting in elevated levels at the consumer's tap.     

A suite of microplate reader-based colorimetric methods to quantify ammonium, nitrate, orthophosphate and silicate concentrations for aquatic nutrient monitoring

A sensitive, accurate and rapid analysis of major nutrients in aquatic systems is essential for monitoring and maintaining healthy aquatic environments. In particular, monitoring ammonium (NH(4)(+)) concentrations is necessary for maintenance of many fish stocks, while accurate monitoring and regulation of ammonium, orthophosphate (PO(4)(3-)), silicate (Si(OH)(4)) and nitrate (NO(3)(-)) concentrations are required for regulating algae production. Monitoring of wastewater streams is also required for many aquaculture, municipal and industrial wastewater facilities to comply with local, state or federal water quality effluent regulations. Traditional methods for quantifying these nutrient concentrations often require laborious techniques or expensive specialized equipment making these analyses difficult. Here we present four alternative microcolorimetric assays that are based on a standard 96-well microplate format and microplate reader that simplify the quantification of each of these nutrients. Each method uses small sample volumes (200 μL), has a detection limit ≤ 1 μM in freshwater and ≤ 2 μM in saltwater, precision of at least 8% and compares favorably with standard analytical procedures. Routine use of these techniques in the laboratory and at an aquaculture facility to monitor nutrient concentrations associated with microalgae growth demonstrates that they are rapid, accurate and highly reproducible among different users. These techniques offer an alternative to standard nutrient analyses and because they are based on the standard 96-well format, they significantly decrease the cost and time of processing while maintaining high precision and sensitivity.     

Associations between distance lags,groundwater velocities,and detection efficiencies in groundwater monitoring networks

Effects of distance lags between landfills and monitoring wells on contaminant detection capability were quantified in several groundwater velocity settings. Detection efficiency calculations were made with and without imposing a time limit on contaminant travel. In general, longer distance lags yieldedhigher detection efficiencies. However, detection efficienciesdecreased as monitoring wells approached a buffer zone boundaryimposing a maximum permissible contaminant transport distance.Imposing a time limit on contaminant travel substantially reduced detection efficiency in low velocity settings, especiallyat longer distance lags. Time limits were less significant in high velocity settings where contaminants more quickly reachedmonitoring wells. Detection efficiencies also decreased as velocity increased, but decreases were minor once the velocityreached a threshold value.     

Characterization and pollution potential assessment of Tunceli, Turkey municipal solid waste open dumping site leachates

Environmental monitoring of leachate quality from an open municipal solid waste dumping site in Tunceli, Turkey was studied in this research. The most commonly examined pollution parameters were determined on a seasonal basis. The annual average 5-day biological oxygen demand (BOD₅) and chemical oxygen demand (COD) values of station points were measured as 70 and 425 mg/L, respectively, and also the average BOD₅/COD ratio (a measure of biodegradability) was calculated as 0.20. The low ratio of biodegradability and slightly alkaline pH values in the leachate samples indicated that the site was characterized by methanogenic conditions. The mean ammonium-nitrogen (NH₄ ⁺-N) and corresponding phosphate (orthophosphate) values were assayed as 70 and 11 mg/L, respectively. The average solids content in the leachates was measured as 4,681 mg/L (total solids) and 144 mg/L (suspended solids). Very low concentrations of iron, manganese, copper, and zinc in the leachate samples were found and the concentration of cadmium was measured below detection limits. Excessive amount of nutrients and high organic and inorganic pollutant content in the leachates pose serious pollution potential to the environment. Since no drainage system or bio treatment exists in this open dumping site, high permeability of natural soil at the site and in the surrounding area and very fractured and crackled rocks under natural soil are indicators of high groundwater pollution potential in this site.