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61.
厌氧氨氧化工艺及其应用前景 总被引：1，自引：0，他引：1
阐述厌氧氯氧化工艺的原理、发展过程、主要特点，并从工艺的先进性、适用性和可行性方面等对工艺的应用前景进行了探讨。对工艺中存在的问题也提出了相应的改进措施及建议。 相似文献
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Analyses of 67 samples collected from 25 bore wells and 42 dug wells in the basaltic aquifer at Tuppa, New Nanded, Maharashtra, India over a period of three years revealed that groundwater from this region shows higher content of TDS, Cl, TH, Ca, Mg and SO4 The geochemical characteristic of groundwater is related to pollution. The source of this pollution is effluent from industries. The effluent is discharged in a stream flowing through this area. The effluent is also discharged in the injection wells. The result of this is that pollutants have entered into the aquifer system and flowed farther in the eastern direction. The zone of pollution has an aerial extent of more than 38 km2. The values of molar ratios of effluent sample are either the same or a little higher than the samples from the polluted zone, suggesting that industrial effluent, probably, is the source of pollution in this region. The people from this region have already stopped using water from these polluted wells, which forms the only source of drinking water in the area. 相似文献
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Variations in phosphorus (P) speciation were compared for two types of pilot scale wetlands: a blast furnace slag‐based constructed wetland (SCW), and a gravel‐based constructed wetland (GCW). Synthetic secondary effluent was used as the influent of the wetlands, which contained 1.1 mg/L P with more than 95% present as soluble reactive P (SRP). However, dissolved organic phosphorus (DOP) and particulate phosphorus (PP) emerged in the water along both wetlands. The levels of these three P species varied between the two wetlands. The GCW was more efficient than SCW at removing SRP, but showed a different trend. SRP decreased continually in the SCW, while it increased at the end of the GCW due to biological release. DOP was constant in SCW and GCW, and the mean value was 0.023 and 0.020 mg/L, respectively. The mean values of PP in the GCW ranged between 0.093 and 0.216 mg/L; much higher than the 0.05 ± 0.01 mg/L measured in the SCW. Sequential extractions showed that iron bound PP (Fe‐PP), aluminum bound PP (Al‐PP), organic PP (Org‐PP) and occluded PP (Oc‐PP) were the major components of PP at most locations of the GCW. Fe‐PP decreased from 0.53 to 0.14 mg/L in the upper layer, with DO steady at about 0.15 mg/L at the bottom. Oc‐PP increased at each layer. Al‐PP and Org‐PP were steady in the first 140 cm of the GCW, but decreased sharply at the end. Considering the variation of SRP, DOP and PP fractionations, it can be seen that PP exchanged intensively with SRP in the GCW, and might act as an intermediate in the P removal process. Part of the SRP was first transformed into PP, and then absorbed by substrates or deposited in the wetlands. P removal was mainly via Ca precipitation in the SCW, but involved multiple mechanisms in the GCW, such as precipitation, adsorption and biological interactions. The multiple P removal mechanisms might be the reason for the low proportion of SRP, and the better P removal efficiency observed in the GCW. 相似文献
64.
Rosenfeld LK McGee CD Robertson GL Noble MA Jones BH 《Marine environmental research》2006,61(5):471-493
Fecal indicator bacteria concentrations measured in the surf zone off Huntington Beach, CA from July 1998-December 2001 were analyzed with respect to their spatial patterns along 23 km of beach, and temporal variability on time scales from hourly to fortnightly. The majority of samples had bacterial concentrations less than, or equal to, the minimum detection limit, but a small percentage exceeded the California recreational water standards. Areas where coliform bacteria exceeded standards were more prevalent north of the Santa Ana River, whereas enterococci exceedances covered a broad area both north and south of the river. Higher concentrations of bacteria were associated with spring tides. No temporal correspondence was found between these bacterial events and either the timing of cold water pulses near shore due to internal tides, or the presence of southerly swell in the surface wave field. All three fecal indicator bacteria exhibited a diel cycle, but enterococci rebounded to high nighttime values almost as soon as the sun went down, whereas coliform levels were highest near the nighttime low tide, which was also the lower low tide. 相似文献
65.
Toxicity identification in metal plating effluent: implications in establishing effluent discharge limits using bioassays in Korea 总被引：1，自引：0，他引：1
Because of complexity and diversity of toxicants in effluent, chemical analysis alone gives very limited information on identifying toxic chemicals to test organisms. Toxicity identification evaluation (TIE) techniques have been widely used to identify toxicants in various samples including industrial wastewater as well as natural waters. In response to new regulation for effluent discharge in Korea, which will be effective from 2011, a necessity of studies emerges that investigates toxicity levels in industrial effluents. This work was a preliminary study examining toxicity levels in effluent from one metal plating factory using Daphnia magna (48 h immobility) and identifying toxicity-causing substances. Toxicity tests showed variability on different sampling occasions and the results of TIE methods indicated that both organic compounds and metals contributed to the observed toxicity in metal plating effluent. Further studies are necessary to help reduce effluent toxicity especially from direct dischargers, who will have to comply with the new regulation. 相似文献
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分析了海运船舶尾气洗涤废水排放对多环芳烃（PAHs）类污染物的海洋富集行为的影响以及对PAHs控制的制约因素和净化技术发展现状。PAHs的海洋富集趋势与船舶的发动机尾气排放行为呈正相关性,且船舶尾气洗涤废水排放加速了PAHs向海洋中富集。国际海事组织（IMO）尚未对在PAHs中占比大且毒性强的烷基化多环芳烃进行立法限制,但单方面采取措施禁止船舶尾气洗涤废水在其所属海域排放的国家和地区日益增多,洗涤废水排放的PAHs类污染物亟须净化处理。将高级氧化光催化技术应用于洗涤废水排放的PAHs净化具有发展前景。我国应抓住机遇,大力开展针对海洋PAHs的排放限制立法以及船舶尾气洗涤废水处理先进技术的研究,这对于提升我国海事管理水平、增大国际话语权,以及保护海洋生态安全具有重要意义。 相似文献
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Data on abundance and isotopic composition of porewater and sedimentary sulfur species are reported for relatively uncontaminated and highly contaminated fine-grained anoxic sediments of St. Andrew Bay, Florida. A strong contrast in amount and composition of sedimentary organic matter at the two sites allows a comparative study of the historical effects of increased organic loading on sulfur cycling and sulfur isotopic fractionation. In the contaminated sediments, an increase in organic loading caused increased sedimentary carbon/sulfur ratios and resulted in higher rates of bacterial sulfate reduction, but a lower efficiency of sulfide oxidation. These differences are well reflected in the isotopic composition of dissolved sulfate, sulfide, and sedimentary pyrite. Concentration and isotopic profiles of dissolved sulfate, organic carbon, and total sulfur suggest that the anaerobic decomposition of organic matter is most active in the upper 8cm but proceeds at very slow rates below this depth. The rapid formation of more than 90% of pyrite in the uppermost 2 cm which corresponds to about 3 years of sediment deposition allows the use of pyrite isotopic composition for tracing changing diagenetic conditions. Sediment profiles of the sulfur isotopic composition of pyrite reflect present-day higher rates of bacterial sulfate reduction and lower rates of sulfide oxidation, and record a profound change in the diagenetic cycling of sulfur in the contaminated sediments coincident with urban and industrial development of the St. Andrew Bay area. 相似文献
70.
A Case Study on Identifying the Toxicant in Effluent Discharged from a Chemical Plant 总被引：7，自引：0，他引：7
Three phase procedures of toxicity identification evaluation (TIE) were conducted using Daphnia magna to identify the toxicant in effluent discharged from a chemical plant in Nanjing. Phase I toxicity characterization procedures suggested nonpolar organic compounds were responsible for the whole effluent toxicity. In phase II toxicity identification procedures, the effluent toxicity was recovered by C18 solid-phase extraction and concentration steps. Gas chromatography–mass spectrometry (GC/MS) of the concentrate indicated that benzopyrone and phenol were present in the effluent at sufficient concentrations to cause the effluent toxicity. In phase III toxicity confirmation procedures, benzopyrone and phenol mixture tests and mass balance determinations with toxic units (TU) confirmed these compounds were the key toxicants accounting for 44.6% and 32.9% of the whole effluent toxicity, respectively. 相似文献