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1.
通过对一个待建的城市生活垃圾场处理技术的综合分析,建立一个相对完整的指标体系,然后用模糊数学的方法,对指标体系进行量化、归一化,得到一个通用的评价模型,并运用此模型对该垃圾的垃圾处理方式进行评价,最后提出卫生填埋是当前较为合理的处理方式。  相似文献   
2.
2-硝基芴大鼠肝微粒体体外代谢研究   总被引:1,自引:1,他引:1       下载免费PDF全文
初步研究了在通风条件下,经Aroclor1254诱导的大鼠肝微粒体酶对2-硝基芴的体外代谢。通过液相色谱、气相色谱、质谱、紫外光谱及红外光谱,首次分离和检测出单羟芴和二羟基芴等代谢产物,但未测得明显的硝基还原代谢产物。此外尚有一些谢产物未能定性。高致突变性羟基衍生物的检出,显示出硝基多环芳烃在哺乳动物体内可能存在多种代谢活化途径。为进一步的研究奠定了基础。  相似文献   
3.
中国煤矿工人体能负荷、疲劳与工伤事故   总被引:1,自引:2,他引:1  
煤矿井下事故对矿工威胁很大,体力负荷过重而导致疲劳是引起事故不可忽视的原因。测定不同工种井下矿工的体能负荷情况,并根据FIX疲劳指数的测定,分析矿工劳动负荷与工伤事故发生之间的关系。研究表明,在疲劳状态下事故发生的危险性增加;劳动负荷越重,疲劳越重相对的事故发生率也越高。减轻疲劳对预防事故发生与保证工作安全具有很重要的意义  相似文献   
4.
沼液回流对秸秆与污泥混合中温厌氧消化的影响   总被引:1,自引:0,他引:1  
为了提高秸秆与市政污泥混合厌氧消化的消化产率,以秸秆污泥混合物作为底物,在批次实验中研究不同沼液回流对中温(35 ℃)混合厌氧消化过程的影响。实验采用0% 、20%、30%、40%、50%和60%等6种不同的沼液回流量,分析不同沼液回流量下产气量、甲烷含量、发酵过程氨氮含量、sCOD、总挥发酸(VFAs)的变化情况。结果表明:50%的沼液回流产气量和甲烷产量均最大,分别是1 645 mL和797.5 mL,TS和VS去除率达到17.5%和47.8%,单位VS甲烷产量为613.45 mL·g-1,较未加沼液的发酵瓶提高了37.7%,且无VFAs积累。过高的沼液回流量提升了厌氧反应的氨氮浓度,对厌氧产气过程产生了抑制。50%沼液回流量可以作为秸秆污泥混合厌氧消化最佳回流量。  相似文献   
5.
选择我国饮用水水质标准中有相关规定,以及部分用量较大或虽被禁用但仍有残留的农药共25种,对黄浦江水源水以及采用臭氧活性炭-后置砂滤工艺的某水厂工艺段出水中的浓度分布进行了调查,评估了砂滤后置工艺条件下相应农药的实际处理效果。结果表明:原水中有包括莠去津、乐果、六氯苯、敌敌畏、乙草胺、丁草胺、仲丁威和p,p'-DDT的8种农药检出,且总浓度较高达到760 ng/L,其中莠去津和乙草胺含量较高,最高浓度分别达到531 ng/L和277 ng/L;从季节性分布来看,春季总农药浓度最高达760 ng/L,秋季最低为175 ng/L。从工艺去除效果来看,臭氧活性炭砂滤后置工艺对农药的总体去除率为62%~78%,与冬春季相比,夏秋季节的农药的去除率提高约10%左右,这可能与高温期微生物活性较高有关。值得关注的是,砂滤后置工艺与同期常规臭氧活性炭工艺相比农药的总去除率要低10%左右,应结合总体出水水质情况对其进一步评估。  相似文献   
6.
秋季潮汐流模拟湿地对生活污水的处理效果   总被引:1,自引:0,他引:1  
采用柱状模拟器依次设计了潮汐上行和潮汐下行流人工湿地,以连续上行和连续下行流人工湿地作为对照,探讨了潮汐流人工湿地在秋季对模拟生活污水的净化能力和处理稳定性。研究表明,潮汐上行流、潮汐下行流、连续上行流、连续下行流对COD平均去除率分别为65.05%±9.07%、63.64%±8.24%、26.90%±8.49%、40.84%±6.18%。对TP平均去除率依次为45.57%±10.86%、40.16%±14.15%、23.23%±11.09%、33.28%±7.99%。潮汐上行流湿地对TN、NH4+-N去除率分别为40.63%±7.69%、23.26%±7.58%,潮汐下行流为35.98%±11.95%、22.68%±9.18%,高于连续上行流的8.20%±5.62%、11.72%±7.32%和连续下行流的13.06%±6.12%、23.38%±9.16%。4种湿地并未出现硝态氮累积现象,潮汐上行流和潮汐下行流人工湿地出水亚硝态氮总体变化趋势较为一致。连续上行流和连续下行流人工湿地,出水亚硝态氮和进水较为接近基本在0.02 mg·L-1左右。在湿地出水氮成分中,有机氮、NH4+-N、NO3--N、NO2--N占TN的平均比例依次为16.72%±3.50%、72.74%±6.49%、10.27%±3.84%、0.28%±0.20%。整体而言,在秋季潮汐流湿地对污染物也表现了较高的处理效果,且净化能力优于连续流湿地。  相似文献   
7.
The formation of toxic nitrogenous disinfection byproducts (N-DBPs), such as nitrosamines, halonitromethanes and haloacetonitriles, from reactions between chlorine/chloramine and dissolved organic nitrogen in drinking water has caused great concern with regarding public health. This study revealed the occurrence of 17 aliphatic amines, some of which have been confirmed to be the precursors of N-DBPs, in source water across China. A sensitive method based on benzenesulfonyl chloride derivatization and liquid-liquid extraction followed by GC-MS analysis was established for the simultaneous analysis of the selected amines in aqueous samples. In total, 37 source water samples from the capital cities of 20 provinces were collected for the survey. Among the 17 amines, 14 were detected with an average frequency of detection of 36%. The most relevant amines in terms of frequency and maximum concentrations detected were dimethylamine (100%, 24.82 μg/L), methylamine (78%, 0.92 μg/L), N-methylethylamine (70%, 8.84 μg/L), propylamine (59%, 10.69 μg/L), diethylamine (54%, 3.76 μg/L), N-methylbutylamine (35%, 3.07 μg/L), N-ethylpropylamine (35%, 0.52 μg/L), and piperidine (32%, 2.35 μg/L). This is the first large scale survey of the aliphatic amines occurrence in source water in the world. The wide presence of nitrosamine precursors like dimethylamine, N-methylethylamine and diethylamine, and the precursors of haloacetonitriles and halonitromethanes like methylamine and propylamine suggests that better source water management is required to ensure the safety of drinking water.  相似文献   
8.
On-road driving emissions of six liquefied natural gas(LNG) and diesel semi-trailer towing vehicles(STTVs) which met China Emission Standard IV and V were tested using Portable Emission Measurement System(PEMS) in northern China.Emission characteristics of these vehicles under real driving conditions were analyzed and proved that on-road emissions of heavy-duty vehicles(HDVs) were underestimated in the past.There were large differences among LNG and diesel vehicles, which also existed between China V vehicles and China IV vehicles.Emission factors showed the highest level under real driving conditions, which probably be caused by frequent acceleration, deceleration, and start-stop.NOx emission factors ranged from 2.855 to 20.939 g/km based on distance-traveled and 6.719–90.557 g/kg based on fuel consumption during whole tests, which were much higher than previous researches on chassis dynamometer.It was inferred from tests that the fuel consumption rate of the test vehicles had a strong correlation with NOx emission, and the exhaust temperature also affected the efficiency of Selected Catalytic Reduction(SCR) aftertreatment system, thus changing the NOx emission greatly.THC emission factors of LNG vehicles were 2.012–10.636 g/km, which were much higher than that of diesel vehicles(0.029–0.185 g/km).Unburned CH_4 may be an important reason for this phenomenon.Further on-road emission tests, especially CH_4 emission test should be carried out in subsequent research.In addition, the Particulate Number(PN) emission factors of diesel vehicles were at a very high level during whole tests, and Diesel Particulate Filter(DPF)should be installed to reduce PN emission.  相似文献   
9.
海藻去除水中双偶氮染料机理及重金属离子研究   总被引:21,自引:0,他引:21       下载免费PDF全文
对铜离子协同海藻使偶氮氯膦Ⅲ染料分子脱色和海藻同时吸附去除五种重金属离子的特性进行了研究。结果表明,海藻对Cu(Ⅱ)、Zn(Ⅱ)、Pb(Ⅱ)、Cd(Ⅱ)、Hg(Ⅱ)离子的吸附去除受pH和吸附时间的影响较大,在pH=6~7时,对以上5种金属离子的去除率都在79%以上。适量的铜离子能很好地协同海藻处理水中的偶氮染料,脱色率可达100%;而单独的海藻体系则完全不能吸附偶氮氯膦Ⅲ染料分子。研究了Cu(Ⅱ)协同海藻处理染料的脱色机理。处理染料的海藻的再生性能也很好。  相似文献   
10.
Odorous compounds in the influent of a reclaimed water treatment plant (RWTP), consisting of coagulation, sedimentation, continuous micro-filtration (CMF), and chlorination in succession, in a north China city, were identified by combining flavor profile analysis (FPA) with sensory gas chromatograph-mass spectrometry (GC-MS). The sewery/swampy/septic odor with an odor intensity of 6.4 was found to be the major odor group in the RWTP influent, and the existence of well-known odorant including dimethyl disulfide, dimethyl trisulfide, indole and skatole were confirmed using GC-MS. The result of a spiking test showed that the intensity (3.6) of the sewery/swampy/septic odor caused by these four chemicals contributed to over 50% of the odor intensity of the influent. The FPA intensity for sewery/swampy/septic odor in the RWTP effluent was 3.8, showing that the treatment process was not efficient for the removal of odorants, particularly indole and skatole.  相似文献   
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