南京市雨污分流改造及初期雨水污染研究

南京市雨污分流改造经过多年建设施工,基本上从源头上实现雨污分流,避免污水溢流入秦淮河。初期雨水造成的城市非点源污染是受纳水体的重要污染源,在一些实施了分流制排水系统的城市,经过一段时间的运行,周边水体的污染情况改善不是十分明显。白下区雨污分流改造后,为避免初期雨水对内秦淮河污染,以大中桥泵站北截流沟为例,探讨在沿河截流井设提升泵弃流初期雨水,利用现状截流沟蓄水,结合规划改造大中桥泵站新建蓄水池,为今后雨水利用提供条件。     

碳排放权初始分配公平问题探析简

排污权与碳排放权系包含关系,对碳排放权属性的定位主要集中在许可证论、用益物权论以及环境权论三个方面。通过对碳排放权初始分配公平问题的必要性分析,探析初始分配效率、分配模式的内在缺陷和行政权介入对初始分配公平的影响。从加强制度衔接、确定总量目标、主体资格审查和提高监测技术等方面予以完善,以实现初始分配公平。     

深溪沟电站大坝强震监测系统设计及应用

强震监测是大坝安全监测的重要内容之一,强震监测成果对大坝的安全性和稳定性分析有重要作用。本文根据水电站枢纽工程实际对深溪沟水库大坝强震监测系统设计开展研究,并对仪器的性能指标和数据采集处理分析软件进行了全面阐述。通过深溪沟水电站建设大坝强震监测系统的运行实践,大坝强震监测系统可以在地震发生后短时间内自动获取强震动加速度记录,储存地震波数据,并显示大坝坝体各测点的地震反应过程。强震监测结果进一步验证了设计烈度,为判定震后大坝安全性提供了支持。     

金矿尾矿库渗漏后治理措施的探寻

分析了金矿尾矿库发生渗漏的原因,重点介绍了尾矿库渗漏后的综合治理措施。通过治理措施的实施,不仅解决了尾矿库渗漏问题,而且为尾矿库的增高扩容提供了良好的条件。其成功经验可以为类似金矿企业所借鉴。     

三门峡水利枢纽地震形变监测中库水位干扰的剔除方法

本文通过对三门峡水利枢纽工程外部地震形变监测成果的分析，阐述了大坝地震形变监测的基本内容，简述了三门峡水利枢纽及其与库区水位相关的变化规律，提出了解决水利枢纽地震安全监测中剔除库水位干扰的通用方法。     

尾矿坝地质生态环境风险防护措施分析

尾矿坝的环境风险主要是发生溃坝后对生态环境、水环境造成的不良影响。发生溃坝事故的根源是尾矿坝存在隐患，主要原因有先天因素和后天因素两种，先天因素主要有：尾矿坝建设前期工作中，对自然条件了解不够、尾矿坝设计不当、尾矿坝施工质量不良等；后天因素主要是在尾矿坝生产运行中，由不具备专业知识的人员管理，未按设计要求或有关规定执行。因此，预防溃坝的环境风险防护措施，要从防洪设计、增强坝体稳定性及加强管理等方面进行。     

Degradation of 2,4-dichlorophenol with a novel TiO2/Ti-Fe-graphite felt photoelectrocatalytic oxidation process

Degradation of 2,4-dichlorophenol(2,4-DCP)was studied in a novel three-electrode photoelectrocatalytic(PEC)integrative oxidation process,and the factors influencing the degradation rate,such as applied current,flow speed of O_2,pH,adscititious voltage and initial 2,4-DCP concentration were investigated and optimized.H_2O_2 was produced nearby cathode and Fe~(2 )continuously generated from Fe anode in solution when current and O_2 were applied,so,main reactions,H_2O_2-assisted TiO_2 PEC oxidation and E-Fenton reaction,occurred during degradation of 2,4-DCP in this integrative system.The degradation ratio of 2,4-DCP was 93% in this integrative oxidation process,while it was only 31% in E-Fenton process and 46% in H_2O_2-assisted TiO_2 PEC process.So,it revealed that the degradation of 2,4-DCP was improved greatly by photoelectrical cooperation effect.By the investigation of pH,it showed that this integrative process could work well in a wide pH range from pH 3 to pH 9.     

基于灰关联的坝地分层淤积量与侵蚀性降雨响应研究

论文在全面调查陕北黄土高原淤地坝的基础上,选取典型淤地坝挖取剖面,进行分层测量取样,利用库容曲线和实测各淤积层的厚度求得各层泥沙淤积量,根据黄土高原暴雨产沙过程原理及淤积过程降雨资料,反演各淤积层所对应的侵蚀性降雨。运用灰色关联分析法,分析计算了坝地泥沙淤积量和侵蚀性降雨的4个指标(降雨侵蚀力R、降雨量P、最大30分钟降雨强度I30、平均降雨强度I)之间的关联度。研究结果表明:侵蚀性降雨4个指标中,降雨侵蚀力R和坝地泥沙淤积量的关系最为密切,降雨量P对淤积量的影响次之,最大30分钟降雨强度I30和平均降雨强度I对淤积量的影响最小;并且建立了坝地泥沙淤积量与降雨侵蚀力R和降雨量P的二元线性回归方程。     

2,2’,4,4’—四溴联苯醚对2种赤潮微藻种间竞争的影响

基于Logistic种群增长模型,研究了2,2’,4,4’—四溴联苯醚(BDE-47)的亚急性毒性胁迫对不同初始接种生物量比的赤潮异弯藻(Heterosigmaakashiwo)和米氏凯伦藻(Kareniamikimotoi)种间作用的影响.结果发现:不同的初始接种生物量比影响微藻间的竞争.加入0.05、0.25 mg/LBDE-47后,对于K. mikimotoi而言,不同初始生物量比的处理组表现出高浓度组的最大环境容纳量、种群瞬时增长率均大于低浓度组(P<0.05),而H. akashiwo高浓度组的最大环境容纳量、种群瞬时增长率均小于低浓度组(P<0.05).微藻之间的竞争表现出向着对K. mikimotoi有益方向发展的规律,因此一定浓度下的BDE-47干扰了两种微藻之间的竞争.     

MATHEMATICAL SIMULATIONS OF THE TOCCOA FALLS,GEORGIA, DAM-BREAK FLOOD1

ABSTRACT: Four dam-break models were selected for testing with an observed data set from the November 6, 1977, disaster at Toccoa Falls, Georgia. The Kelly Barnes Dam failure occurred with a 35-ft head of water and produced a peak discharge of 23,000 ft³/s. The selected models included: (1) Modified Puls (MP), (2) U. S. Army Corps of Engineers Gradually Varied Unsteady Flow Profiles (USTFLO), (3) National Weather Service's Dam-Break Flood Forecast (DBFF), and (4) U. S. Geological Survey's method of characteristics (MOC) coupled with a general purpose streamflow simulation (J879DB). Achieving a successful simulation was easiest with the MP model. The DBFF model required a moderate effort while the MOC-J879DB models required some data alterations and considerable effort. The USTFLO model failed to simulate this test case. In the stream segment near the dam, the computed peak stages were generally within 5 feet of the observed high water marks. Elsewhere, the peak stage results were much better, generally within 2 feet. The peak discharges computed by the models were generally within 20 percent of discharges estimated by slope area and contracted opening measurements, except near the dam where the MOC-J879DB model's results was 80 percent too high.