关于水体沉积物质量基准问题

本文综述了沉积物质量基准的最新进展。从底栖生物对沉积物中结合的污染物的敏感性讨论了沉积物质量基准的意义、数值型和响应型基准,以及建立沉积物质量基准的可能途径。重点讨论了沉积物/间隙水平衡分配法,并引入了基于该法建立的沉积物质量基准的初步值。     

Probability and frequency calculations related to protection layers revisited

This article casts a new glance over some methods dedicated to the calculation of the likelihood (probability or frequency) of failure of systems and, in particular, safety-related systems working alone or in association with other protection layers. It consists first in examining with a critical eye the relevancy of the aforementioned methods, which are still often used in spite of their restrictive limitations, and second in proposing an alternative approach for each of them. The correctness of the examinated methods is tested by applying them to very simple systems modeled by fault tree models, with intent to show why these methods are debatable and how they can be replaced by other ones, more appropriate. The particular case of several protection layers having to react on the demand resulting from the global failure of their associated control system is considered. That case leads to revisit the common assumption of the independence between the above protection layers and control system, by taking into account the order of their respective failures from a qualitative and quantitative point of view.     

秋季清水河大型底栖动物群落结构及其水质评价

2011年秋季对云南省清水河流域的15个样点进行了底栖动物调查。共采集到底栖动物33种,隶属于3门6纲。其中水生昆虫17种,寡毛纲4种,软体动物9种,其他动物3种。寡毛类、软体动物和水生昆虫优势类群分别为霍甫水丝蚓、环棱螺和蚋。底栖动物平均密度为31．2ind．／m2,生物量平均值为5．91g／m2。香农一威纳多样性指数为0．99-3．20。采用Hilsenhoff生物指数（BI）对清水河的水质进行评价。结果显示绝大多数河段水质清洁,但支流清平河出现轻微污染。     

内环境调节层对厌氧生物反应器填埋场中氮转化的影响

为探究内环境调节层对厌氧生物反应器填埋场内环境和氮组分的长效影响,特设矿化垃圾+重质碳酸钙、矿化垃圾+天然沸石这2种内环境调节层分别置入模拟反应器R2和R3中,同时设R1(不含内环境调节层)作为对照,监测分析390 d内固相垃圾和渗滤液中氮组分的变化.结果表明,R1、R2和R3中pH、碱度、氧化还原电位(Eh)、含水率(MS)的大小关系分别为pH(R2)pH(R3)pH(R1)、碱度(R2)碱度(R3)碱度(R1)、Eh(R2)Eh(R3)Eh(R1)、MS(R3)MS(R2)MS(R1).R1、R2和R3中垃圾全氮降解转化率为79.2%、82.3%和88.5%,氨氮为48.3%、60.1%和67.7%,硝态氮为38.5%、44.2%和53.4%;渗滤液中总氮、氨氮和硝态氮的浓度对比分别为TN(R3)TN(R2)TN(R1)、NH_4~+-N(R3)NH_4~+-N(R1)NH_4~+-N(R2)和NO_3~--N(R3)NO_3~--N(R2)NO_3~--N(R1).总体看来,矿化垃圾+重质碳酸钙、矿化垃圾+天然沸石组成的内环境调节层均能长期优化内环境,为氮的降解转化提供有利条件,而矿化垃圾+天然沸石不仅能促进垃圾和渗滤液中氮组分的降解转化,还能一定程度上控制渗滤液循环造成的氨氮累积.     

两株浅层底泥菌对铜绿微囊藻休眠体复苏的调控作用

将起始浓度不同的单菌和混合菌(Ba.sp06+Str.v13)分别与铜绿微囊藻休眠体及底泥共包埋,在梯度温度下进行24 d休眠体复苏实验.结果表明,温度低于10℃时,菌株Str.v13的生长增殖能力显著强于菌株Ba.sp06,各菌组休眠体复苏率最高为0.02%;在温度为15和20℃条件下,Ba.sp06与Str.v13两菌株浓度比例(以下简称"菌比")为1∶1时混合菌组休眠体复苏率(15℃时为15.5%,20℃时为23.5%)与对照组无显著差异(15℃时为15%,20℃时为22.6%),但显著低于Ba.sp06单菌组(34.5%);菌比2∶1时Ba.sp06菌对Str.v13菌具抑制效应,混合菌组复苏率(15℃时为31%,20℃时为35%)显著高于对照组,而与Ba.sp06单菌组无显著差异;菌比为1∶2时Str.v13菌对Ba.sp06菌具抑制效应,混合菌组休眠体复苏率(15℃时为6%,20℃时为6.5%)均显著低于菌比为1∶1、2∶1时及Ba.sp06单菌组,但高于Str.v13单菌组(3%).同时,各复苏阶段对复苏率的贡献主要集中在启动复苏的第12~18 d.实验表明,底泥表层铜绿微囊藻休眠体复苏不仅受温度影响(10℃),且复苏率受底栖菌Ba.sp06与Str.v13的起始浓度影响,Ba.sp06菌的起始浓度高于Str.v13菌时促进休眠体复苏,低于Str.v13菌时复苏受到抑制.因此,可以在铜绿微囊藻休眠体复苏前期通过调节Ba.sp06与Str.v13菌比来调控休眠体复苏率,为从源头防控微囊藻水华暴发提供理论依据.     

菲律宾蛤仔养殖对胶州湾沉积物-水界面生源要素迁移的影响

通过培养实验测定了菲律宾蛤仔(Ruditapes philippinarum)DIN和PO34-的排泄率和生物扰动作用对胶州湾沉积物-水界面营养盐交换通量的影响,探讨了菲律宾蛤仔养殖对沉积物-水界面生源要素迁移的影响.研究表明,菲律宾蛤仔能够排泄DIN和PO34-,但其生物扰动能够改变沉积物中生物地球化学过程,减少排泄物中的DIN和PO34-向水体释放.在生物扰动作用下,菲律宾蛤仔排泄的DIN和PO34-中,仅有37%(DIN)和34%(PO34--P)最终释放到水体中.在考虑生物扰动作用的影响后,养殖菲律宾蛤仔每年从水体滤除的生源要素中仅有19%的氮和17%的磷以无机营养盐形态完成再生过程返回到水层中,其余部分以渔获量、生物难于利用形态或埋藏的沉积颗粒形态从水层中清除.菲律宾蛤仔生物扰动条件下沉积物向水层释放Si∶N∶P的速率比约为5∶18∶1,其中Si∶N和Si∶P比远低于菲律宾蛤仔从水体中滤除的颗粒物.因此菲律宾蛤仔养殖能够加速生物硅沉积,加剧胶州湾水体中Si限制.     

HFL模型在海上压裂工艺过程风险评估中的应用

为有效降低海上压裂工艺过程事故发生的可能性,建立将危险与可操作性研究(HAZOP)、事故树分析(FTA)和保护层分析(LOPA)集成的量化风险评估模型(HFL模型)。阐述HFL模型的集成机理和分析流程。以海上压裂工艺过程高压管线危险性分析为实例,开展该模型的研究与应用。在运用HAZOP方法对危险源初步辨识基础上,构建高压管线超压的蝴蝶结模型(BTM),确定导致事故发生的9种风险因素和5种事故后果,并估算高压管线断裂事故场景的初始事件概率和剩余事故风险。结果表明,现有的独立保护层(IPL)即超压电子保护装置无法使事故风险达到可接受水平,需要通过增加新的IPL,即安装井口保护装置和泄压装置,提高压裂过程高压管线运行的可靠性,确保剩余事故风险处于可接受水平。     

Evaluation of Biogeographic Classification Schemes for Conservation Planning: Application to New Zealand's Coastal Marine Environment

Abstract:  For many regions worldwide, multiple and often contrasting biogeographic classifications exist that are derived from a variety of taxa and techniques. This presents a challenge for managers who must choose appropriate large-scale spatial frameworks for systematic conservation planning. We demonstrate how systematically collected community data can be used to evaluate existing biogeographic classifications, identify the most appropriate metric for biogeographic patterns seen in other taxonomic groups, and develop an independent biogeographic classification scheme for systematic conservation planning. We evaluated 6 existing biogeographic classifications for New Zealand's nearshore marine environment with community-similarity metrics derived from abundance and presence–absence data for macroalgae (107 species) and mobile macroinvertebrates (44 species). The concordance between community metrics and the previous classifications was high, as indicated by a high multivariate classification success (CS) (74.3–98.3%). Subsequently, we carried out an independent classification analysis on each community metric to identify biogeographic units within a hierarchical spatial framework. The classification derived from macroalgal presence–absence data achieved the highest CS and could be used as a mesoscale classification scheme in which 11 regional groupings (i.e., bioregions) (CS = 73.8–84.8%) are nested within northern and southern biogeographic provinces (CS = 90.3–98.7%). These techniques can be used in systematic conservation planning to inform the design of representative and comprehensive networks of marine protected areas through evaluation of the current coverage of marine reserves in each bioregion. Currently, 0.22% of the territorial sea around mainland New Zealand is protected in no-take marine protected areas in which 0–1.5% of each bioregion represented.     

Twenty Years of New Zealand’s National Rivers Water Quality Network: Benefits of Careful Design and Consistent Operation1

Davies‐Colley, Robert J., David G. Smith, Robert C. Ward, Graham G. Bryers, Graham B. McBride, John M. Quinn, and Mike R. Scarsbrook, 2011. Twenty Years of New Zealand’s National Rivers Water Quality Network: Benefits of Careful Design and Consistent Operation. Journal of the American Water Resources Association (JAWRA) 47(4):750‐771. DOI: 10.1111/j.1752‐1688.2011.00554.x Abstract: This paper reviews New Zealand’s National Rivers Water Quality Network (NRWQN), which is now in its third decade of monitoring. The NRWQN is noteworthy for being operationally stable throughout its history, and the resulting consistency is increasingly valuable for detecting water quality trends and for “anchoring” temporary special purpose monitoring campaigns. The NRWQN was carefully designed following considerable effort to learn from monitoring experiences elsewhere. Monthly visits are made to 77 sites (all near hydrometric stations) on 35 river systems that cumulatively drain about one half of the national landscape. “Core” (routinely measured) variables are: conductivity, pH, temperature, dissolved oxygen, visual clarity, turbidity, colored dissolved organic matter, fecal indicator bacteria, and different forms of nitrogen and phosphorus (italics indicate field measurements). Associated benthic biological monitoring comprises monthly visual assessment of periphyton and annual sampling for macro‐invertebrates. We overview the conception, design, initiation, and operational history of the NRWQN, and highlight the diverse applications of its datasets including numerous scientific applications, national‐scale modeling of material fluxes, and state‐of‐environment reporting and practical water management at both regional and national scale. The qualified success of the NRWQN can probably be attributed to careful (and parsimonious) design and consistent operation.     

营养失衡下的分层分质EPS对异型膨胀污泥及其沉降性差异影响

为探索EPS对膨胀污泥沉降性的影响,通过减少进水P源、N源的方式培养异型膨胀活性污泥,分析不同层、不同组分EPS对异型膨胀污泥沉降性影响.结果表明：异型膨胀（非丝状菌粘性膨胀、丝状菌膨胀）活性污泥EPS多糖组分Total-PS、中层组分（L-PS）含量均高于正常污泥.非丝状菌粘性膨胀污泥EPS各层多糖含量高于丝状菌膨胀污泥,而各层蛋白质（PN）含量均低于丝状菌膨胀污泥.非丝状菌粘性膨胀污泥Total-EPS（（229±94）mg/g MLSS）、PS/PN值不仅显著高于正常活性污泥（（86±16）mg/g MLSS）,也高于丝状菌膨胀污泥（（108±30）mg/g MLSS）.非丝状菌粘性膨胀污泥EPS多糖总量Total-PS、蛋白质总量Total-PN越高,SVI值越大,污泥沉降性越差,越易膨胀,且EPS蛋白质组分对污泥膨胀作用大于多糖;从不同层EPS看,松散外层（S层）EPS对非丝状菌粘性膨胀作用最大（S-PN与SVI值相关性最大,r为0.881,P<0.05）,是主要影响因子.丝状菌膨胀污泥,除了内层紧密型T-PN对SVI值影响较大外,其他各层、各组分EPS含量与SVI均呈微弱负相关.