城市可降解生活垃圾的生物综合处理模式初探

针对现有城市生活垃圾处理方式的不足,结合垃圾生物处理特点,设计了集混合菌群降解、生物过滤除臭、污水回用及植被绿化于一体的立体处理体系。结果表明,该系统在城市生活垃圾的“三化”处理中具有显著的潜势:既使生活垃圾在食物链外形成安全的闭路循环,防止有害物质向人居环境入渗;同时,处理设施的立体化、终产物的生物转化以及即刻的市场效应,有效地增强了系统的消纳能力,缓解了传统处理方式对城市空间的压力。该系统对我国中小城市生活垃圾的综合利用具有积极的参考价值。     

高校内部审计存在的问题与对策的初步探讨

目前高校内部经济活动发生了很大变化,内部的经济管理也变得更加复杂。如何有效的保证教育资金合理运用,保证内部经济活动健康、有序的开展,教育审计有着举足轻重的作用。本文分析了高校内部审计存在的问题,初步探讨解决的对策。     

NITROGEN AND ORGANIC MATTER LOSSES IN NO‐TILL CORN CROPPING SYSTEMS1

ABSTRACT: Intensive cropping systems based on mechanical movement of soil have induced land degradation in most agricultural areas due to soil erosion and soil fertility losses. Thus, farmers have been increasing fertilization rates to maintain an economically competitive crop yield. This practice has resulted in water quality degradation and lake eutrophication in many agricultural watersheds. Research was conducted in the Patzcuaro watershed in central Mexico to develop appropriate technology that prevents nonpoint source pollution from fertilizers. Organic matter (OM) and nitrogen (N) losses in runoff and nitrate (NO₃‐N) percolation in Andisols with corn under conventional till (CT) and no‐till (NT) treatments using variable percentages of crop residue as soil cover were investigated for steep‐slope agriculture. USLE type runoff plots were used to collect water runoff, while suction tubes with porous caps at 30, 60, and 90 cm depth were used to sample soil water solutes for NO₃‐N analyses. Results indicated a significant reduction of N and OM losses in runoff as residue cover increased in the NT treatments. Inorganic N in runoff was 25 kg/ha for NT without residue cover (NT‐0) and 6 kg/ha for the NT with 100 percent residue cover (NT‐100). Organic matter losses in runoff were 157 and 24 kg/ha for the NT‐0 and NT‐100 treatments, respectively. Nitrate‐N percolation was evident in CT and NT with 100 percent residue cover (NT‐100). However, NT‐100 had higher NO₃‐N concentration at the root zone, suggesting the possibility of reducing fertilization rates with the use of NT treatments.     

MODELING THE IMPACTS OF WATER LEVEL CHANGES ON A GREAT LAKES COMMUNITY1

ABSTRACT: Recent research that couples climate change scenarios based on general circulation models (GCM) with Great Lakes hydrologic models has indicated that average water levels are projected to decline in the future. This paper outlines a methodology to assess the potential impact of declining water levels on Great Lakes waterfront communities, using the Lake Huron shoreline at Goderich, Ontario, as an example. The methodology utilizes a geographic information system (GIS) to combine topographic and bathymetric datasets. A digital elevation surface is used to model projected shoreline change for 2050 using water level scenarios. An arbitrary scenario, based on a 1 m decline from February 2001 lake levels, is also modeled. By creating a series of shoreline scenarios, a range of impact and cost scenarios are generated for the Goderich Harbor and adjacent marinas. Additional harbor and marina dredging could cost as much as CDN $7.6 million. Lake freighters may experience a 30 percent loss in vessel capacity. The methodology is used to provide initial estimates of the potential impacts of climate change that can be readily updated as more robust climate change scenarios become available and is adaptable for use in other Great Lakes coastal communities.     

煤炭高校安全工程专业改革与创新的思考

根据煤炭行业和社会对安全人才的需求 ,提出了立足行业 ,面向社会 ,一专多向的培养模式。课程设置本着强化基础、精练专业、扩大选修的原则对课程进行优化、整合和重组。建立坚实、宽厚的专业基础知识平台 ,形成以一个专业方向为载体 ,向多个专业方向传递的课程体系。教材建设的重点是根据安全学科基本理论和多共性的科目编写统一教材和通用教材。实践教学中通过测试、模拟、演示等实验手段 ,增强学生对安全工作的实践知识。课程设计要密切联系生产实际 ,提高学生独立思考能力。毕业论文要体现对安全问题的分析、技术方法的运用、管理措施的制定等内容 ,使学生受到科学思维、工程实践和创新意识的综合训练。     

安全工程的专业课程设置中存在的问题与研究

笔者首先指出了我国高校安全工程的专业课程设置和课程内容安排中存在的较为普遍的问题:课程设置与课程内容安排缺乏可操作性强的理论指导;在教学中同名专业课程,不同学校采用不同教材,教师讲授的内容,都存在较大差别和分歧。其次,从学科知识体系的层次结构的角度,将安全工程学科的专业知识划分为两大层次(包含6个小层次)。在此基础上,笔者将安全工程专业课程体系分为学科基础课程和横向展开课程;提出了安全工程的专业课程设置与课程内容安排应遵循的完备性和系统性原则;同时,给出了支持具体操作的表格。通过实践,对安全工程专业课程设置的新思路的合理性与可行性进行了检验。     

对地铁工程风险评估体系框架的研究

地铁工程同一般建设项目相比,受不可预见的水文地质条件、社会环境、施工技术的可靠度、经济发展的程度等多方面因素的影响较重;就必然使地铁工程成为高风险的工程建设项目,然而目前对其风险评估工作还停留在简单的定性和定量的评估水平上。为此,笔者在研究系统论的基础上,从动态系统风险评估的观点出发,运用动态控制的原理,着重研究适合于地铁工程风险评估体系的理论框架,及建立理论框架时应考虑的诸多问题;同时对动态系统风险评估、评价因素可靠性分析技术、各种风险评估方法及评估技术的运用做了简要论述。该框架体系不仅适用于地铁工程的风险评估,同样适用于其他复杂的工程系统的风险评估评价。     

亚甲蓝湿式氧化影响因素研究

以湿式氧化技术对亚甲蓝水溶液进行处理,用水样COD去除率评价处理效果.考察了反应时间、温度、氧分压、搅拌速度、进水pH值以及进水浓度对处理效果的影响,并进行机理分析.实验确定的最佳操作工艺条件为:反应温度210℃、氧分压2.0 MPa、搅拌速度880 r/min、进水pH=11.30.在此条件下,COD为2 000mg/L的亚甲蓝水溶液,反应90min时COD去除率达93.2%.     

基于模糊评价法的建筑安全事故预测模型

针对建筑工程安全领域中许多对象具有"内涵明确,外延不明确"的特点,本文利用模糊数学对建筑安全事故影响因素进行度量,通过层次分析法确定各影响因素权重,提出了一种基于模糊评价法的建筑安全事故预测模型,解决了建筑生产中安全事故的即时预测,并通过实例给予说明,说明了模型在建筑安全事故预测中的有效性和实用性.     

海啸破坏特点与工程防御方法初探

印度洋海啸现场调查表明,海啸灾害不同于地震和洪水灾害.海啸通过高水位淹没和浪涌冲击对海边地势低平地区的房屋、道路、桥梁、机场以及给排水、供电、通讯等设施与车辆、船只造成严重破坏.海啸上岸后,由于巨大的冲力,将夹带一些破损建筑物产生的固体漂浮物一同前进,因此破坏力更强.由于淹没、浪涌、冲毁建筑物压埋以及漂浮物冲击等综合作用,造成人员死亡率极高,所过之处,财物殆尽.抗御海啸灾害的工程措施主要在于合理规划(避让、削弱、分流、阻挡)和科学设计(潜在海啸灾害等级划分、结构性态决策、海啸荷载确定、抗海啸分析、构造设计).