猪场污水的A2/O-深度处理和中水回用

猪场污水采用A²/O-生物接触氧化-混凝沉淀-砂滤消毒组合方法处理,可以实行中水回用。原污水经过固液分离、调解池、竖流式初沉池、厌氧消化池、缺氧池、传统活性污泥曝气池、竖流式二沉池、接触氧化池、药剂混合池、斜板沉淀池、砂滤池、pH调解和消毒池处理后进入排放池,系统正常运行后处理废水可以达到GB8978-1996中规定的二级以上标准,处理水没有检测到病原微生物。中水引入中水塔,通过独立设计的中水道,可以应用到猪舍冲栏使用。而污泥通过污泥干化场得到干化。     

PCR-DGGE技术分析染整废水微生物群落多样性

旨在揭示水解酸化-生物接触氧化工艺处理染整废水过程中的微生物多样性.取初级沉淀池,水解酸化池,生物接触氧化池和二沉池的活性污泥,通过细胞裂解直接提取基因组DNA,以细菌通用引物进行16S rRNA基因V3区域PCR扩增,将PCR产物进行变性梯度凝胶电泳,获得微生物群落的DNA特征指纹图谱,并对条带进行统计分析和切胶测序,进行了同源性分析并建立了系统发育树.研究表明,整个水处理过程中含有丰富的微生物群落,其中初级沉淀池、水解酸化池、二沉池和生物接触氧化池的污泥样品分别测出36条带、42条带、30条带和29条带.不同区段微生物群落间相似度最高达68％,最低达42.4％,说明群落间演替明显,不同工艺区段既存在共同的微生物种属也存在特异微生物种属.     

铝合金轮毂生产废水处理系统的设计和运行

某汽车零部件有限公司年产汽车铝合金轮毂200万只,每天产生酸性废水80m³、碱性废水524m³、含锌含铜废水181m³、含铬废水48m³和含镍废水40m³,生产废水总产生量为873m³·d^-1。废水总镍、总锌、总铬、总铜、pH、氟化物和COD的变化范围分别是5.34~18.72mg·L^-1、50.11~97.63mg·L^-1、2.66~16.21mg·L^-1、1.50~11.36mg·L^-1、5.2~8.4、5.0~17.4mg·L^-1、80.9~161.9mg·L^-1。铝合金轮毂生产废水处理系统设计水量为1052m³·d^-1,每个处理周期的运行时间为20h,系统运行稳定,连续30d出水均能达到广东省地方标准《水污染物排放限值》(DB44/26-2001)第二时段二级标准。     

不同水生植物对景观水体CO2与CH4排放通量的影响

城市景观水体是大气CO₂与CH₄的排放热源,而水生植物作为景观水体的重要组成要素,对水体温室气体排放动态的影响并不清楚。选择重庆市观音塘国家湿地公园为研究区,利用漂浮箱法与顶空平衡法对观音塘水域7种不同水生植物分布区进行水-气界面CO₂与CH₄排放通量及CO₂、CH₄溶存浓度进行季节性监测,估算了植物传输对气体通量的贡献。结果表明：1)观音塘水体CO₂与CH₄浓度范围分别为8.0—341.8μmol/L和0.23—5.26μmol/L,排放通量分别为26.5—869.1 mmol m^-2 d^-1和0.40—11.15 mmol m^-2 d^-1,是大气净CO₂与CH₄排放源;2)观音塘开敞水区CO₂与CH₄排放通量低于大部分城市湖泊或景观水体...     

渠式生物膜氧化法处理生活污水的技术研究

研究了利用渠式生物膜法进行生活污水处理实验。该法结合了活性污泥法和生物膜法的优点,能有效处理城市生活污水,而且装置不设二沉池,占地面积少,基建投资省。实验测定了不同的水力停留时间(HRT)和进水负荷下的化学需氧量(COD_Cr)及氨氮(NH₃-N)浓度,并分析其对去除率的影响。结果表明,在实验设定的范围内,COD_Cr和NH₃-N去除率随着水力停留时间的增大而增大,而随着进水负荷的增大而相应的减少。在水温25℃,流量0.6L·min^-1,COD_Cr 100mg·L^-1,NH₃-N 15 mg·L^-1的条件下,污染物的去除率较高(COD_Cr为71%、NH3-N为36%),出水水质比较理想,可以达到景观、娱乐和冷却水等的用水标准。     

抚仙湖窑泥沟人工湿地的除磷效果研究

为了减缓和控制抚仙湖局部湖湾水体富营养化趋势,在抚仙湖北岸建设了净化面积1 hm²的人工湿地.综合利用生物氧化塘、水平潜流人工湿地和表面流人工湿地治理技术,对入湖河道窑泥沟污水中磷的去除效果进行了试验研究.结果表明,该人工湿地系统对磷具有较强的去除能力.总磷去除率在57.7%～81.10%之间,平均去除率为54.9%.单位面积磷滞留量平均为26 mg·m^-2·d^-1,其中,湿地植物同化作用磷滞留量为26.1 mg·m^-2·d^-1,约占磷滞留总量的10%,大部分磷去除是通过基质吸附和沉降作用,但主要湿地植物水芹的季节变化对相应功能区的除磷效果会产生一定影响.试验期间,各功能区单位面积磷滞留量依次为水平潜流人工湿地＞生物氧化塘＞沉淀池＞表面流人工湿地.     

生活污水慢渗对‘中林2001’杨树人工林生长的影响

采用不同污水水力负荷(每周0、3、6、9、12、15 cm),在‘中林2001’杨树人工林林地进行了污水慢渗试验.结果表明：不同负荷生活污水处理使‘中林2001’杨树人工林土壤平均有机质、全氮、全磷、全钾和Na⁺含量分别比对照(0 cm)增加1.940、0.115、0.029、1.454和0.030 g·kg^-1;在较低水力负荷(3～12 cm)时,杨树平均总生长量增加17.583 t·hm^-2·a^-1,各器官的平均氮、磷、Na⁺含量分别增加3.086、0.645和0.121 g·kg^-1,水力负荷在每周6～12 cm时, 杨树平均总生长量和各器官平均氮、磷、Na⁺含量达到最大值(36.252 t·hm^-2·a^-1、13.162 g·kg^-1、5.137 g·kg^-1、0.361 g·kg^-1),负荷继续升高则有所下降.杨树各器官钾含量随着水力负荷的增加而降低;污水处理使杨树的叶长增加,叶不对称性减少、使林木延迟落叶.当水力负荷＞每周12 cm时,土壤中较高的Na⁺和水分含量将危害杨树生长.适宜‘中林2001’杨树人工林生长的污水水力负荷在每周3～12 cm.     

茶核·苏云菌悬浮剂对灰茶尺蠖的田间防控应用

【目的】茶尺蠖核型多角体病毒EcobNPV是一种重要的昆虫病原微生物,可侵染茶尺蠖Ectropis obliqua和灰茶尺蠖Ectropisgrisescens2种宿主。为探明茶尺蠖核型多角体病毒制剂的田间应用技术,对影响防效的3个因子喷施方式、剂量和虫龄进行研究。【方法】采用植保无人机和人工喷施2种喷施方式,比较茶核·苏云菌悬浮剂（1×104 PIB·2 000 IU/μL）防治灰茶尺蠖的效果;设置75、150和375 mL/667 m²3种剂量,比较茶核·苏云菌悬浮剂对灰茶尺蠖的防治效果;并比较其对灰茶尺蠖1龄、2龄和3龄不同虫龄的防治效果。【结果】在相同剂量下,用植保无人机和人工喷施病毒制剂对灰茶尺蠖的总防效分别为69.0%和67.6%,两者无显著差异;在75、150和375 mL/667 m23种剂量,比较茶核·苏云菌悬浮剂对灰茶尺蠖的防治效果;并比较其对灰茶尺蠖1龄、2龄和3龄不同虫龄的防治效果。【结果】在相同剂量下,用植保无人机和人工喷施病毒制剂对灰茶尺蠖的总防效分别为69.0%和67.6%,两者无显著差异;在75、150和375 mL/667 m² 3种剂量下病毒制剂对灰茶尺蠖的防效差异显著,其中375 mL/667 m2 3种剂量下病毒制剂对灰茶尺蠖的防效差异显著,其中375 mL/667 m²剂量下的防效最高,150 mL/667 m2剂量下的防效最高,150 mL/667 m²其次,150 mL/667 m2其次,150 mL/667 m²和375 mL/667 m2和375 mL/667 m²剂量对灰茶尺蠖的总防效均在90%以上;病毒制剂对灰茶尺蠖1龄、2龄和3龄幼虫的防效分别为93.3%、78.7%和67.8%,对1龄幼虫的防效显著高于3龄。【结论】茶核·苏云菌悬浮剂防治灰茶尺蠖可选用植保无人机喷施,剂量可选用150-375 mL/667 m2剂量对灰茶尺蠖的总防效均在90%以上;病毒制剂对灰茶尺蠖1龄、2龄和3龄幼虫的防效分别为93.3%、78.7%和67.8%,对1龄幼虫的防效显著高于3龄。【结论】茶核·苏云菌悬浮剂防治灰茶尺蠖可选用植保无人机喷施,剂量可选用150-375 mL/667 m²,以1龄幼虫期喷施防效为最佳。     

若尔盖高原沼泽湿地N2O排放通量研究

应用静态箱/气相色谱法,测定了若尔盖高原沼泽N₂O排放能量,测定期为该地植物生长期,即2004年4月末至10月初。结果表明,若尔盖高原沼泽湿地N₂O排放通量平均值为0.010mg·m^-2h^-1,最大值为0.079mg·m^-2h^-1,最小值为-0.051mg·m^-2h^-1。高峰排放期为5月,最低排放期为地表水深最大的6月。沼泽湿地N₂O排放通量季节变化与沼泽湿地水深呈负相关关系。沼泽湿地N₂O排放通量日变化与大气温度呈正相关关系,排放高值出现在午后。若尔盖高原沼泽湿地在植物生长期的年排放总量约为0.159Gg·a^-1。     

不同花生品种和肥料在小畦盖膜栽培中的效应

正交试验结果表明,珍珠豆型花生新品种湛油55和湛油41,在小畦盖膜栽培条件下分别具有极显著和显著的增产效应;施用12g/m² N和70g/m² CaO比施用6g/m² N和35g/m² CaO极显著地增产;施用12g/m² K₂O却比6g/m² K₂O显著减产;而施用6g/m²与3g/m² P₂O₅,花生植株性状及产量均无显著差异。     

莲的离体快速繁殖技术

以莲(Nelumbo nucifera)授粉后18天的莲子胚芽为外植体, 通过初代培养、继代培养和炼苗移栽, 建立了莲离体快速繁殖体系。结果表明, 将胚芽外植体诱导出无菌苗的最适初代培养基为MS固体培养基添加0.5 mg∙L^-1 6-BA、0.5 mg∙L^-1 NAA、30 g∙L^-1蔗糖、0.5 g∙L^-1活性炭和0.8 g∙L^-1琼脂, 培养60天诱导率高于85%, 其中秋红阳走茎节数最多(3.9)。最佳继代培养基为将初代培养基中的蔗糖浓度提高到80 g∙L^-1, 走茎采用两节一切的分苗切法, 无菌苗可50天继代1次, 最多可继代6次, 不同品种的增殖系数介于4.0-6.7之间, 以秋红阳最高(6.7)。于5-7月将生根的走茎无菌苗移栽入泥炭:塘泥=1:2 (v/v)的混合基质中进行培养, 成活率均大于83.9%。采用上述快繁技术, 理论上1个莲子胚芽经过近1年可繁殖出种苗1 465株。该研究建立了莲的离体快繁技术体系, 可为莲种苗的规模化生产提供技术支持。     

生物过滤法处理城市污水处理厂臭气

对某城市污水处理厂沉砂池的臭气进行了生物过滤处理。生物过滤池滤料层高1.5m,滤料体积55m³,臭气处理量为12000m³·h^-1。对除臭效果120d的监测和研究结果表明,进气中H₂S浓度在1.96～4.63mg·m^-3之间,NH₃的浓度为2.21～5.68mg·m^-3。处理后,出气中H₂S的浓度在0.03～0.97mg·m^-3间,去除率均达80%以上,NH₃浓度最高值仅为0.46mg·m^-3,低于1.0mg·m^-3的一级排放标准。生物除臭复合微生物主要包括细菌、酵母和霉菌,其中细菌含量最高,每克干滤料细菌含量达1.8～3.1×10⁸CFU。菌种鉴定结果表明,除臭菌主要有芽孢杆菌属(Bacillus)、假单胞菌属(Pseudomonas)、动胶菌属(Zoogloea)、不动杆菌属(Acinetobacter)、硫杆菌属(Thiobacillus)、酵母属(Saceharomyces)、假丝酵母属(Candida)、曲霉属(Aspergillus)、青霉属(Penicillium)、根霉属(Rhizopus)等种属的微生物。     

Performance of constructed wetlands in the reduction of cadmium in a sewage treatment cum fish farm at Kalyani, West Bengal, India

The distribution pattern of cadmium was investigated in waste stabilization ponds designed for three-step sewage treatment processes. The overall mean concentration of cadmium in water and sludge was reduced by 30% and 33%, respectively, from the inlet of the anaerobic pond to the final outlet of the maturation pond. The level of cadmium in water hyacinth, plankton and fish remained higher in all the samples collected from the anaerobic or facultative pond compared to the last maturation pond. It may be reasonable to conclude that three-step ecological treatments accompanied by physical, chemical and biological processes of the waste stabilization ponds were effective in reducing the load of cadmium from sewage effluents.     

Anaerobic degradation of pectin by mixed consortia and optimization of fermentation parameters for higher pectinase activity

Samples from biogas digesters, sewage ponds, animal house effluents and food processing wastes were used in enrichment systems seeking anaerobic bacteria producing pectinases. Among the 46 anaerobic consortia developed from various samples, four showed high pectinase activity under static anaerobic conditions. Investigation of fermentation variables showed the optimum conditions for pectinase activity were pH 7.0, 45°C and 72 h of growth with 0.5% pectin in the cultivation medium. A 1.4- to 1.6-fold increase in the pectinase activity was achieved under these conditions. The maximum yield of enzymes (62.72 U ml-1 of pectinase, 4.74 U ml^-1 of polygalacturonase, 113.30 U ml^-1 of pectin lyase, 2.10 U ml^-1 of pectinesterase, 0.75 U ml^-1 of total cellulase and 9.27 U ml^-1 of xylanase) was recorded with the consortia C-S2 developed from decomposed plant samples collected from a pond.     

Growth and development of larval northern cricket frogs (Acris crepitans) in relation to phytoplankton abundance

SUMMARY. 1. Tadpoles of Acris crepitans were collected from two ponds in central Illinois, Depth, water temperature, distance from shore and water samples were taken at each sample site. The potential for food limitation and non-random habitat selection were examined.
2. Algal densities from water samples averaged over 1.0× 10⁶ cells ml⁻¹ in Scott's pond hut only 4.6×10³ cells ml⁻¹ in Vic's pond.
3. Guts of tadpoles from Scott's pond contained more algal cells than did guts of tadpoles from Vic's pond. Tadpoles from Scott's pond were consistently larger and more advanced in development than tadpoles collected from Vic's pond at the same lime. Therefore, tadpoles of Scott's pond were able to utilize the higher algal densities whereas tadpoles of Vic's pond may be food-limited, causing reduced growth and development.
4. Canonical discriminant analysis was used to test whether sites with different numbers of tadpoles could be distinguished based on environmental variables. Canonical function I was primarily a measure of water depth at a sample site. This function was significant in Scott's pond only. Sites containing one or more tadpoles were not easily distinguished from each other, but were found in consistently shallower water than sites where no tadpoles were found.     

The effect of sewage effluent on Grasmere (English Lake District) with particular reference to inorganic nitrogen transformations

SUMMARY. In the summer of 1971 the village of Grasmere was converted from septic tank to mains drainage with sewage treatment at an activated sludge plant. The effluent was discharged into the River Rothay, the main inflow of a nearby small lake (Grasmere). This paper describes some of the effects on the lake. The mean areal hypolimnetic oxygen deficit increased from 274 to 434 mg O₂ m⁻² day⁻¹ with an accompanying marked increase in the degree of deoxygenation in the hypolimnion. Plate counts of bacteria in the surface water increased for 2 years but this increase was not sustained. The mean summer soluble reactive phosphorus concentration did, however, increase significantly ( P = 0.05), but the same was not true of nitrate levels. This paper is particularly concerned with inorganic nitrogen transformations and analyses of the main inflow have shown that 50–98% of the ammonia and 10–40% of the nilrate entering in this river was derived from the sewage effluent. The concentrations in the main body of the lake were usually lower, possibly due to assimilation and denitrification in the shallower reaches of the lake. Seasonal changes in the inorganic nitrogen species in the hypolimnion showed three distinct phases of activity, ammonification, nitrification and denitrification. Nitrification accounted for approximately a quarter of the oxygen uptake in the hypolimnion.     

Larval competition for food between wild and hatchery-reared ayu, Plecoglossm altivelis Temminck et Schlegel, in culture ponds

To examine the larval competition between wild and hatchery ayu in the culture ponds, mixed rearing of 580 000 wild and 520 000 hatchery larvae was carried out in two 25-m³ ponds for 3 months, in contrast to the control in which 860 000 wild larvae were reared in another pond.
The number of wild larvae in the mixed-rearing treatments decreased rapidly 20 days after the start of mixed rearing, in contrast to hatchery larvae. Mortality of wild larvae was almost 100% at the end of the experiment (3 months), while the hatchery larvae showed the usual survival rate of 15–16%. In the control pond, however, 16% of the wild larvae survived. The wild larvae grew much slower (0.10mmday ^-1) than the hatchery larvae (0·26 mm day ^-1) in the mixed-rearing ponds, whereas the wild larvae in the control pond showed almost the same growth rate (0·24 mm day ^-1) as hatchery larvae. On day 6 the gut fullness of wild larvae was only 30% of that of the hatchery larvae in the mixed-rearing experiments. On day 46 the wild larvae occurred deeper in the mixed-rearing ponds than the hatchery larvae. This depth difference in vertical distribution appeared to cause a disadvantage for the wild larvae in the competition with hatchery larvae, since the food was supplied at the surface. Thus, the wild larvae starved and died.     

Depletion of Cryptosporidium parvum Oocysts from Contaminated Sewage by Using Freshwater Benthic Pearl Clams (Hyriopsis schlegeli)

The freshwater benthic pearl clam, Hyriopsis schlegeli, was experimentally exposed to Cryptosporidium parvum oocysts, and it was verified that the oocysts were eliminated predominantly via the fecal route, retaining their ability to infect cultured cells (HCT-8). The total fecal oocyst elimination rate was more than 90% within 5 days after exposure to the oocysts. H. schlegeli was able to survive in the final settling pond of a sewage plant for long periods, as confirmed by its pearl production. In the light of these findings, the clam was placed in the final settling pond in a trial to test its long-term efficacy in depleting oocysts contaminating the pond water. The number of clams placed was set to ensure a theoretical oocyst removal rate of around 50%, and the turbidity and the density of feed microbes in the overflow trough water of the pond were about 35% and 40 to 60% lower, respectively, than in the control water throughout the year. It was found that the clam feces containing oocysts were sufficiently heavy for them to settle to the bottom of the pond, despite the upward water flow. From these results, we concluded that efficient depletion of oocysts in the sewage water of small or midscale sewage treatment plants can be achieved by appropriate placement of H. schlegeli clams.