关于城市应急供水系统建设的思考

从城市应急供水系统建设的紧迫性和重要性出发,分析了目前我国城市应急供水系统存在的问题和造成城市非常供水的原因。构建了城市应急供水系统的框架,将其分成工程措施和非工程措施两部分,并阐述了工程措施的类型和实施方法,以及非工程措施的各项应急机制,对建立、健全城市应急供水系统进行了探讨。     

根据断层形变剖面资料分析泾阳口镇-关山断裂活动状况

首先分析泾阳地震台1986～2005年跨口镇一关山断层定点形变观测资料,指出形变剖面各点的运动特征:1995年前泾阳台N1A测线资料基本上呈线性变化,1995～1997年该测线形变资料呈现较大的波动性异常,1998年1月5日陕西泾阳发生4.8级地震,靠近断层的点位发生了阶跃式变化,之后各点位运动渐趋于平缓.其后结合断层位错模型引起的地表形变特征,分析得出该形变变化主要由地裂和断裂活动共同引起;不考虑地震引起的异常时段,分析1986～1994以及1999～2005形变年变化量,可看出变化趋势基本一致;最后利用1986～1994形变速率进行断层蠕滑段或地裂速率及深度反演.从反演结果可以看出,基准点N1比较稳定,3号点附近的地裂较浅,底部几十米,以垂直下滑为主,兼有张裂活动;5、6号点之间的断层活动深度在1 km左右.该断层上盘仍在下降.     

社区灾害风险管理现状与展望

加强社区灾害风险管理是当前国际减灾的主要趋势之一。经验表明,社区灾害风险管理是治理和减少风险并确保可持续发展的有效手段。在分析国内外社区灾害风险管理成效基础上,指出我国社区灾害风险管理还存在总体发展不平衡、社会化参与程度不高、综合减灾协调机制不完善、防灾规划和应急预案针对性不强、防灾减灾宣传教育力度和减灾资源整合力度不够等问题。在全球化背景下,与日俱增的各种灾害风险对社区减灾提出了更高的要求,建议从以下几方面加强我国社区灾害管理工作:促进社区灾害管理立法,建立社会参与的长效激励机制,健全参与式社区减灾机制,加强社区防灾减灾综合能力建设,加强灾害资源化利用,并注重多方共同参与的社区灾害风险管理模式的研究。     

River channel network design for drought and flood control: A case study of Xiaoqinghe River basin, Jinan City, China

Vulnerability of river channels to urbanization has been lessened by the extensive construction of artificial water control improvements. The challenge, however, is that traditional engineering practices on isolated parts of a river may disturb the hydrologic continuity and interrupt the natural state of ecosystems. Taking the Xiaoqinghe River basin as a whole, we developed a river channel network design to mitigate river risks while sustaining the river in a state as natural as possible. The river channel risk from drought during low-flow periods and flood during high-flow periods as well as the potential for water diversion were articulated in detail. On the basis of the above investigation, a network with “nodes” and “edges” could be designed to relieve drought hazard and flood risk respectively. Subsequently, the shortest path algorithm in the graph theory was applied to optimize the low-flow network by searching for the shortest path. The effectiveness assessment was then performed for the low-flow and high-flow networks, respectively. For the former, the network connectedness was evaluated by calculating the “gamma index of connectivity” and “alpha index of circuitry”; for the latter, the ratio of flood-control capacity to projected flood level was devised and calculated. Results show that the design boosted network connectivity and circuitry during the low-flow periods, indicating a more fluent flow pathway, and reduced the flood risk during the high-flow periods.     

Assessment of popular techniques for co-processing municipal solid waste in Chinese cement kilns

• Municipal solid waste (MSW) was fermented, screened, gasified, then co-processed. • Co-processing MSW in cement kilns could cause excessive pollutant emissions. • Bypass flue gas can be disposed of through the main flue system. • Popular MSW co-processing methods do not affect cement quality. Cement kiln co-processing techniques have been developed in the past 20 years in China, and more than 60 factories now use fermentation, screening, and gasification pre-treatment techniques to co-process municipal solid waste (MSW). There three complete MSW pre-treatment techniques, co-processing procedures, and environmental risk assessments have been described in few publications. In this study, we assessed the effectiveness of each technique. The results suggested that the pollutant content released by each pre-treatment technology was lower than the emission standard. To reveal the mechanisms of pollutant migration and enrichment, the substances in the kiln and kiln products are investigated. The input of co-processing materials (Co-M) produced by fermentation caused formation of polychlorinated dibenzo-p-dioxins and dibenzofuran (PCDD/Fs) in the bypass flue gas (By-gas) in excess of the regulatory standard. The Co-M input produced by the screening and gasifier technologies caused the total organic carbon (TOC) concentration to exceed the standard. In addition, the NO_x, TOC, and PCDD/Fs in the By-gas exceeded the regulatory standard. Raw meal was the primary chlorine and heavy metals input stream, and clinker (CK) and cement kiln dust (CKD) accounted for>90% of the total chlorine output stream. Flue gas and CKD were the primary volatile heavy metal (Hg) output streams. Greater than 70% of the semi-volatile heavy metals (Cd, Pb, Tl and Se) distributed in hot raw meal and bypass cement kiln dust. The low-volatility heavy metals were concentrated in the CK. These results indicated that co-processing techniques used in China still require improvement.     

印染RO浓水深度处理及回用

采用Fenton-石灰苏打法耦合工艺对某印染厂印染反渗透(RO)浓水进行深度处理。通过实验研究了不同H2O2和Fe2+投加量、pH和反应时间对废水COD去除率的影响,以及不同石灰和碳酸钠投加量对废水硬度的脱除效果,出水回用于染色工段进行染色实验。结果表明,在pH=3.0,Fe2+投加量为1.5 mmol/L,H2O2投加量为3.75 mmol/L,反应时间为45 min,石灰和碳酸钠投加量分别为450 mg/L和1 000 mg/L的条件下,出水COD和硬度的去除率可分别达到73.9%和85.0%,耦合工艺出水水质符合该厂回用染色水标准,且减少了盐的使用,可实现印染RO浓水回用。     

干燥过程中的噪声危害及防治措施

粮食烘干过程的噪声危害必须引起人们的重视，通过对噪声产生的根源及给作业人员健康带来的损害进行分析，结合生产实际，提出了防治措施。     

认真落实个体防护措施的相关法律规定

个体防护措施包括个体防护用品、用具、装备、材料和制度等.任何职业人群都存在个体防护问题,只是不同的人群受危害的程度不同.因此,我国相关的法律规定了个体防护的内容,强调了个体防护的重要性,从而体现了国家对职业人群的关怀.主要有:     

生化需氧量(BOD_5)测定接种菌剂的研究

利用从市政污水中筛选的3株菌株制备成BOD5接种冻干粉剂,用于BOD5接种。实验确定了冻干粉接种菌剂最佳制备条件。以葡萄糖和谷氨酸配制的标准溶液(GGA)和实际废水为实验对象,完成了制得菌剂与传统接种液(土壤浸出液)及国外商业菌种Polyseed的性能对照。用接种菌剂接种测定GGA的测定结果均在180~230 mg/L,满足标准要求,接种菌剂、土壤浸出液和Polyseed的标准偏差分别为3.60、8.34、2.87 mg/L,测定实际废水的标准偏差分别为8.5、33.26、.0 mg/L。     

人工湿地在污水处理中的应用及展望

本文综述了人工湿地去除有机物、氮、磷和重金属的影响因素,同时对人工湿地处理污水的前景进行了展望．