鄱阳湖流域排污权初始分配模式的比较研究

排污权初始分配是排污权交易的起点和基础,在分配模式和实证研究方面需要加强。采用地区人口法、经济总量法、历史排污量法、环境容量法和综合分配法5种模式研究了鄱阳湖流域11个地市水污染物化学需氧量(COD)与氨氮的初始排污权分配。结果表明:COD和氨氮初始排污权在地市之间的分配格局相似;南昌、新余与鹰潭3市按经济总量模式分配的排污量明显高于其它模式,上饶、吉安两市人口分配模式高于其它模式,景德镇、九江两市历史排污量模式高于其它模式,赣州市环境容量模式高于其它模式,宜春市综合模式高于其它模式。综合分配模式为赣州市排污权总量最高,南昌、九江、吉安、宜春、抚州和上饶6市次之,景德镇、萍乡、新余、鹰潭4市最低。总体来看,排污权配额因分配模式不同而有所差异,综合分配模式得到的初始排污权最为合理。建议鄱阳湖流域严格执行综合分配模式下的各地市初始排污权分配额度,确保区域经济社会与生态环境的协调发展。     

岷江上游水电开发特点及其空间格局分析

研究流域的水电开发类型与空间格局,可为水库群的累积环境影响评价、流域水电优化布局等提供科学参考。在流域分割的基础上,对岷江上游水电站的基本类型、水电站的空间分布格局进行了全面分析,并构建水电开发率、水电开发密度和水电开发强度3个指标对流域水电开发程度作出综合评价。结果表明岷江上游流域水电站类型以高水头低闸坝的引水式小水电为主,高坝大库相对较少。梯级水电开发已拓展至岷江三级支流,汶川—都江堰河段是干流水电开发程度最高的河段,杂谷脑河是水电开发程度最高的一级支流流域。岷江上游流域的水电开发率远高于全国平均水平,梯级水电开发密度大于国内主要河流。农村小水电占水电站总数的82%,梯级农村小水电对生态环境的累积影响是将来值得深入探讨的问题。     

Fuelwood assessment at the micro-watershed level:a case study in Garhwal Himalaya,India

Biomass,as fuelwood,is one of the major sources of energy in rural areas,especially in the mountainous regions of the world.As the increasing human population exerts more pressure on the forest thereby inducing an adverse effect on the sustainability of the ecosystem,which consequently causes fuelwood crisis at a local level,this crisis is spatio-temporal in nature.Thus,the major objective of this study is to assess the sustainability of fuelwood at different probable scenarios at a micro watershed level.The present study was conducted in the Phakot watershed,the Tehri Garhwal district of central Himalaya in India,during 2006-2008.Based on the vegetation composition in the study area,the net primary productivity(NPP)value of the Oak forest,and mixed oak and sal forests,was used for the quantification of fuelwood availability in evergreen and deciduous forests,respectively.The fuelwood demand was calculated on the basis of seasonal fuelwood consumption values.Nine probable permutations for availability-demand scenarios assuming the existence of high(H),low(L)and average(A)conditions were analyzed for evaluating the stress.The available annual harvestable fuelwood in the watershed is in the minimum and maximum ranges of 2283.28 to 4066.00 tons,respectively,per year whereas it has a demand of 110.76 tons as the minimum to 3659 tons as the maximum annually.This shows that in the current availabilitydemand scenario,the watershed does not have fuelwood crisis in the present situation but needs to maintain the sustainability of the system.Based on our study,it is concluded that,globally,more spatio-temporal study is required to understand the issues at the local level.     

小煤柱巷道围岩变形的力学机理及演化过程研究

为研究小煤柱巷道围岩变形力学机理与演化过程,以石槽村矿某回风巷为研究对象,采用理论分析、FLAC3D数值模拟以及现场实测等方法,分析小煤柱条件下巷道围岩变形的主要影响因素以及表征特点。研究结果表明:侧压系数为巷道围岩变形的主控因素;侧压系数与巷道顶底板位移量呈正比关系,与两帮位移量呈反比关系;回风巷每次受采动影响时,变形可分为巷道稳定阶段、位移分化阶段以及位移加速变化阶段;围岩变形主要发生在一次采动影响时,此时巷道变形呈现明显的不对称,左右两帮的位移量差异明显,巷道的中心位置明显偏移。研究结果可为小煤柱巷道围岩支护提供技术参考。     

战斗部飞行可靠性评估方法研究

目的 解决高可靠、小子样战斗部飞行可靠性评估时样本量不满足标准要求的问题。方法 通过对战斗部结构功能分析,建立包含壳体强度、主装药安定性及主装药正常起爆等单元的可靠性框图,并利用L-M法对战斗部系统进行可靠性评估。首先利用基准设计许用值的安全系数法将应力强度干涉模型与安全系数进行结合,对壳体强度可靠性进行评估;然后结合战斗部试验数据,利用最大熵试验法,在小样本下评估战斗部主装药安定性及正常起爆的可靠性;最后,将各单元的可靠性数据转化为成败型数据进行分析,利用L-M法,结合战斗部整机试验数据,开展战斗部飞行可靠度评估。结果 分别计算了小子样下战斗部壳体和装药安定性及正常起爆的可靠度,并将其转换为等效成功数和等效失败数,结合战斗部试验打靶等可靠性信息,综合评估了战斗部飞行可靠度。结论 充分利用战斗部在研制阶段的试验信息进行评估,减少了样本量,解决了战斗部可靠性高、样本量小的评估难题。     

流域水污染综合防治的生态效益分析

将模糊综合评价和pead生长曲线法引入到流域水污染防治的效益分析当中，建立了流域水污染防治的生态效益分析方法。以云南省寻甸县牛栏江小流域水污染综合防治规划为例，采用模糊数学法对水污染造成的水资源价值损失进行了估算，采用曲线法对水污染综合防治的生态价值进行分析，得刭水资源价值和生态价值分别为2730．3万元／年和491．45万元／年。最后将所有经济效益和费用贴现，计算效费比为3．68。分析结果可知，牛栏江小流域水污染综合防治具有良好的环境效益、经济效益和社会效益。     

我国小型矿山的可持续发展战略

目前 ,我国小型矿山普遍存在着缺乏规划、设备简陋、工艺落后、管理和技术水平低、安全保障条件差、运销不畅以及职工素质低等问题 ,并由此造成的浪费资源、污染环境十分严重。当前 ,经济建设中 95%的能源和 80 %的原料依赖矿产资源供给 ,矿产资源探明的储量已显不足。进入 2 1世纪后 ,保证经济可持续发展的矿产资源更加不足 ,尤其是小型矿山要在 2 1世纪保持可持续发展成为一项非常艰巨的任务。     

Community-Based Integrated Watershed Management

Abstract

Community-based watershed management is different from the traditional natural resources management. Traditional natural resources management is a way from up to bottom, but the community-based watershed management is from bottom to up. This approach focused on the joining of different stakeholders in integrated watershed management, especially the participation of the community who has been ignored in the past. The purpose of this paper is to outline some of the important basic definitions, concepts and operational framework for initiating community-based watershed management projects and programs as well as some successes and practical challenges associated with the approach.     

HYDROCLIMATIC VARIABILITY IN THE ROCKY MOUNTAINS1

ABSTRACT: The spatial and temporal variability of hydroclimatic elements were investigated in the central and northern Rocky Mountains (Colorado, Idaho, Montana, Utah, and Wyoming) during the 1951–1985 period. The three hydroclimatic elements studied were total water-year (October 1-September 30) streamflow (ST), winter (October 1-March 31) accumulated precipitation (PR), and April 1 snowpack (SN). An analysis of 14 virgin watersheds showed wide spatial djfferences in the temporal variability of SN, PR, and ST, and these were found to be caused largely by basin exposure to moist air flows. The more stable (low variability) basins were those exposed to prevailing northerly to westerly flow, while unstable (high variability) basins were exposed to occasional southwesterly to southeasterly moist flow. Snowpack was the better indicator of ST in 11 of the 14 watersheds, explaining 37 to 87 percent of the ST variance. Analysis of the spatial variability, based on all SN and PR data from across the study area, revealed 11 discrete climatic regions. Both SN and PR exhibited coherent regions of stable and unstable temporal variability. The average variability between stable and unstable regions differed by a factor of two, and the differences were best explained by the exposure of the mountain barrier to moist air flows.     

小型池塘水-气界面CH4冒泡通量的观测

为了量化亚热带浅水养殖塘CH_4冒泡通量占CH_4总通量的比例,选取安徽省全椒县两个小型池塘为研究对象,采用倒置漏斗法和顶空平衡法,自2016年7月28日至8月13日观测夏季水-气界面的CH_4通量.结果表明,两个池塘CH_4冒泡通量分别是121.78 mg·(m~2·d)~(-1)和161.08 mg·(m~2·d)~(-1),CH_4扩散通量分别是3.38 mg·(m~2·d)~(-1)和3.79 mg·(m~2·d)~(-1),CH_4冒泡通量占总通量比例分别是97.5%和96.4%.CH_4冒泡通量具有高度空间异质性,A塘CH_4冒泡通量的变化范围为0.11~446.90 mg·(m~2·d)~(-1),B塘CH_4冒泡通量变化范围为0.05~607.51 mg·(m~2·d)~(-1).两个池塘的气体冒泡速率都是白天高于夜间,主要受风速控制.对于较浅的池塘,在小时尺度上,CH_4冒泡通量的主要影响因素是风速;在日尺度上,CH_4冒泡通量的主要影响因素是风速和水深,其中CH_4冒泡通量与风速呈正相关关系,与水深呈负相关关系.不同纬度的水体CH_4冒泡通量不同,中纬度地区的淡水环境比高纬度地区CH_4冒泡通量更高.通过观测手段量化小型浅水池塘CH_4冒泡通量,可以为准确估算内陆水体对区域和全球碳循环的贡献提供数据支持和理论参考.