浅析环保企业执行建造合同准则存在的问题及对策

随着国家对环境保护的重视,环保企业近年来迅速发展已成为一个新兴的朝阳产业,如何规范污水处理工程建设中建造合同的会计核算已成为每一个环保企业必须面对的问题。本文对环保企业在执行《企业会计准则第15号―建造合同》中存在的问题进行了细致的分析,并提出了一些解决对策,使环保企业执行建造合同准则能得以顺利实施。     

基于事故统计分析的城市轨道交通运营安全和可靠性研究

本文通过对城市轨道交通运营事故的统计分析,研究了影响轨道交通运营安全和可靠性的主要因素,并构建了城市轨道交通运营安全保障体系,以为提高轨道交通运营安全和可靠性的研究提供依据。     

味精废水处理工艺改造工程

双城市某味精厂因企业扩大生产和原味精废水处理工艺设计存在问题,致使出水未能达标。在对其原有废水处理工艺进行一系列改造后,调试运行2个月,期间系统运行稳定可靠。废水中的CODCr、TN、TOC、NH4+-N去除率分别达到99.5%、98.8%、99.9%、99%以上,处理后出水优于国家《污水综合排放标准》(GB8978-1996)一级标准。     

从一起爆炸事故谈作业安全票证(单)的管理

从一起爆炸事故的原因--没有办理设备检修许可证,分析了使用作业安全票证(单)存在的问题,提出了加强作业安全票证(单)管理措施.     

城镇污水处理排放标准改革的费效分析

从费用效果角度对提高城镇污水处理排放标准的科学性和可实施性进行探讨,利用污染源普查数据,通过城镇污水治理投资和运行函数的构建,计算不同处理规模和排放标准下的污水处理投资和运行费用,在全国层面上计算提高污水处理排放标准所需费用和污染物的减排效果.研究表明：污水处理厂的投资和运行费用的增加随着污水处理规模的增加而递减.以污...     

南方红壤丘陵区粮食生产的完全成本 ——以湖南省祁阳县为例

针对目前我国农业生产中的资源环境问题,指出粮食生产成本核算的不完整性,粮食生产造成的资源耗减和环境降级得不到补偿。运用环境经济学原理和可持续发展理论对粮食生产的完全成本进行分析,提出粮食生产的完全成本除包括直接生产成本外,还应包括粮食生产的资源环境成本。论文以南方红壤丘陵区的湖南省祁阳县为研究对象进行案例分析,研究表明,2008年该区域粮食生产的资源环境成本相当于当年农业总产值的36.55%;早、中、晚稻的完全成本分别达到4.27、3.84和4.40元·kg^-1,其中资源环境成本分别为1.38、 1.65和1.64元·kg^-1,直接生产成本分别为2.89、 2.19和2.76元·kg^-1,而实际市场价格分别仅有1.76、 1.90和1.84元·kg^-1。研究结果对有关部门制定相关农业政策、调整粮食生产布局、促进区域粮食生产和可持续发展具有一定的参考价值。     

焦化废水处理工程调试运行研究

针对焦化废水处理调试运行存在的问题,以实际运行中的焦化废水处理工程为例,介绍了其调试运行过程.指出焦化废水调试及稳定运行的控制要点,并提出调试运行过程中可能出现的问题及解决措施,为同类废水的调试和运行提供参考.     

四川某中小城镇污水处理厂进水水质统计分析

生活污水水质对处理工艺的选择、设计参数的选取以及稳定运行十分重要。运用SPSS软件,对四川某中小城镇污水处理厂为期一年的进水指标(水量、COD、氨氮、总磷、pH、SS)进行方差和相关性分析。方差分析结果显示进水量、氨氮和SS在月份和季节之间存在显著性差异,而总磷和pH仅在月份之间存在显著差异,COD在季度和月份之间无显著性差异;指标相关性分析表明,进水量和氨氮之间呈负相关,氨氮和总磷、COD和总磷之间呈正相关,且相关性显著。在此分析的基础上对污水处理厂设计、工艺选择及运行管理提出了一些建议。     

Fouling distribution in forward osmosis membrane process

Fouling behavior along the length of membrane module was systematically investigated by performing simple modeling and lab-scale experiments of forward osmosis （FO） membrane process. The flux distribution model developed in this study showed a good agreement with experimental results, validating the robustness of the model. This model demonstrated, as expected, that the permeate flux decreased along the membrane channel due to decreasing osmotic pressure differential across the FO membrane. A series of fouling experiments were conducted under the draw and feed solutions at various recoveries simulated by the model. The simulated fouling experiments revealed that higher organic （alginate） fouling and thus more flux decline were observed at the last section of a membrane channel, as foulants in feed solution became more concentrated. Furthermore, the water flux in FO process declined more severely as the recovery increased due to more foulants transported to membrane surface with elevated solute concentrations at higher recovery, which created favorable solution environments for organic adsorption. The fouling reversibility also decreased at the last section of the membrane channel, suggesting that fouling distribution on FO membrane along the module should be carefully examined to improve overall cleaning efficiency. Lastly, it was found that such fouling distribution observed with co-current flow operation became less pronounced in counter- current flow operation of FO membrane process.     

Aerobic granules cultivated and operated in continuous-flow bioreactor under particle-size selective pressure

A novel method based on the selective pressure of particle size （particle-size cultivation method, PSCM） was developed for the cultivation and operation of aerobic granular sludge in a continuous-flow reactor, and compared with the conventional method based on the selective pressure of settling velocity （settling-velocity cultivation method, SVCM）. Results indicated that aerobic granules could be cultivated in continuous operation mode by this developed method within 14 days. Although in the granulation process, under particle-size selective pressure, mixed liquor suspended solids （MLSS） in the reactor fluctuated greatly and filamentous bacteria dominated the sludge system during the initial operation days, no obvious difference in profile was found between the aerobic granules cultivated by PSCM and SVCM. Moreover, aerobic granules cultivated by PSCM presented larger diameter, lower water content and higher specific rates of nitrification, denitrifieation and phosphorus removal, but lower settling velocity. Under long term operation of more than 30 days, aerobic granules in the continuous-flow reactor could remain stable and obtain good chemical oxygen demand （COD）, NH4^＋-N, total nitrogen （TN） and total phosphorus （TP） removal. The results indicate that PSCM was dependent on the cultivation and maintenance of the stability of aerobic granules in continuous-flow bioreactors.