乌海市焦炉煤气综合利用技术典型案例分析

介绍目前乌海市在建和已建成的焦化生产企业产能和焦炉煤气综合利用现状,以及当地政府在发展焦化行业的同时开展循环经济、节能减排的工作思路。以当地新建的焦炉煤气制取液化天然气项目为例,论述了该项目焦炉煤气原料保证、液化天然气产能等技术方向及主要工艺流程,对比分析各装置工艺技术路线、主要设备工作原理、设备能力确定的具体方案,讨论评估了焦炉煤气制液化天然气项目各装置采用的技术优势及项目实施后带来的环境、经济和社会效果。     

国内外碳管理软件功能比较

低碳经济给企业的发展带来了机遇与挑战。在政策与经济发展形势的驱动下,全球企业正积极寻求低碳转型之路。企业转型要从软硬件两个方面做好准备,包括相关的技术、设备、管理、战略等。做好碳管理是实现低碳转型的关键,而碳管理软件则是一个有力的工具。碳管理软件可以帮助企业实现碳排放信息收集、计算、统计、分析、管理以及实现持续改进,促进企业转型。本文对目前常用碳管理软件的功能进行了比较分析,为相关从业人员合理选择碳管理软件以及开发新的碳管理软件提供参考。     

LLDPE料仓燃爆原因分析及防静电措施

论述了LLDPE料仓粉尘爆炸的原因,提出了避免料仓静电燃爆的对策措施以及采取相关防静电措施后的运行效果.     

油田注水泵房噪声治理

调查了油田注水泵房噪声的基本情况.根据噪声来源和特性制定了治理方案,分析了试验应用效果.     

中国石灰生产和能源消耗分析

基于全国涉及石灰生产的企业全口径统计数据,分析中国2007年石灰生产的基本特征,探讨了石灰产量统计的不确定性和来源。2007年,中国石灰生产的企业共6 154家,涉及9 327座石灰窑。总产能为2.27亿t,共生产石灰1.06亿t,企业平均产量为4 000 t/a,企业生产每吨石灰平均能耗水平为163 kg标准煤。中国约有两千八百多万吨的石灰生产很难通过正规渠道统计上来,也意味着这些产量很可能是基于非常简易和高能耗的石灰土窑生产的。     

微电解+Fenton氧化+二级A/O组合工艺处理农药杀菌剂废水

杀菌剂生产废水含有大量三环唑、无机盐、高毒性物质和难生物降解有机物,对生化细菌有较强的抑制和毒害作用,且BOD5/COD值较小,采用传统生化处理工艺无法进行。现采用微电解、Fenton氧化和二级A/O组合工艺建成的废水处理工程,运行良好,出水各项指标达到环太湖流域排放标准DB 32/1072—2007。     

医疗废物处置厂污水处理技术

从污水处理工艺、处理方式、水量平衡和自动控制方面论述了医疗废物处置厂污水处理系统,并申请了发明专利。根据医疗废物处置厂水质复杂、水量小、需中水回用等特点,采用物化、生化和微滤膜处理工艺,达到中水回用标准。消毒废水单独处理,循环使用。     

锰铈脱硝催化剂的制备及其再生性能研究

采用等体积浸渍法制备了一系列Mn-Ce-Ox复合氧化物脱硝催化剂用于NH3选择性催化还原(NH3-SCR)NO。考察了Mn/Ce摩尔比、焙烧温度、H2O和SO2对Mn-Ce-Ox复合氧化物脱硝催化剂活性的影响及催化剂中毒再生性能。结果表明:当NH3:NO=1:1,空速为5 000 h-1,550℃焙烧制得的Mn/Ce摩尔比为5∶1的Mn-Ce-Ox复合脱硝催化剂活性最佳,活性温度窗口为100~260℃,在此温度区间内催化剂活性大于90%。200℃时,Mn-Ce-Ox复合催化剂活性最高为97.84%;在10%(V/V)H2O蒸汽和300×10-6SO2共存条件下,200℃时,催化剂活性在开始反应2.5 h内迅速下降至53%左右,并在之后的6 h内没有明显变化;中毒催化剂经常温水洗再生处理、质量分数为3%的硝酸溶液再生处理和550℃焙烧2 h再生处理后200℃活性均能恢复到90%以上,其中中毒催化剂经质量分数为3%硝酸处理后活性恢复率最高。     

Water quality evaluation based on improved fuzzy matter-element method

For natural water, method of water quality evaluation based on improved fuzzy matter-element evaluation method is presented. Two important parts are improved, the weights determining and fuzzy membership functions. The coefficient of variation of each indicator is used to determine the weight instead of traditional calculating superscales method. On the other hand, fuzzy matter-elements are constructed, and normal membership degrees are used instead of traditional trapezoidal ones. The composite fuzzy matter-elements with associated coefficient are constructed through associated transformation. The levels of natural water quality are determined according to the principle of maximum correlation. The improved fuzzy matter-element evaluation method is applied to evaluate water quality of the Luokou mainstream estuary at the first ten weeks in 2011 with the coefficient of variation method determining the weights. Water quality of Luokou mainstream estuary is dropping from level I to level II. The results of the improved evaluation method are basically the same as the official water quality. The variation coefficient method can reduce the workload, and overcome the adverse effects from abnormal values, compared with the traditional calculating superscales method. The results of improved fuzzy matter-element evaluation method are more credible than the ones of the traditional evaluation method. The improved evaluation method can use information of monitoring data more scientifically and comprehensively, and broaden a new evaluation method for water quality assessment.     

Three-dimensional hydrodynamic and water quality model for TMDL development of Lake Fuxian, China

Lake Fuxian is the largest deep freshwater lake in China. Although its average water quality meets Class I of the China National Water Quality Standard (CNWQS), i.e., GB3838-2002, monitoring data indicate that the water quality approaches the Class II threshold in some areas. Thus it is urgent to reduce the watershed load through the total maximum daily load (TMDL) program. A three-dimensional hydrodynamic and water quality model was developed for Lake Fuxian, simulating flow circulation and pollutant fate and transport. The model development process consists of several steps, including grid generation, initial and boundary condition configurations, and model calibration processes. The model accurately reproduced the observed water surface elevation, spatiotemporal variations in temperature, and total nitrogen (TN), total phosphorus (TP), and chemical oxygen demand (COD) concentrations, suggesting a reasonable numerical representation of the prototype system for further TMDL analyses. The TMDL was calculated using two interpretations of the water quality standards for Class I of the CNWQS based on the maximum instantaneous surface and annual average surface water concentrations. Analysis of the first scenario indicated that the TN, TP and COD loads should be reduced by 66%, 68% and 57%, respectively. Water quality was the highest priority; however, local economic development and cost feasibility for load reduction can pose significant issues. In the second interpretation, the model results showed that, under the existing conditions, the average water quality meets the Class I standard and therefore load reduction is unnecessary. Future studies are needed to conduct risk and cost assessments for realistic decision-making.