EcoTroph: Modelling marine ecosystem functioning and impact of fishing

EcoTroph (ET) is a model articulated around the idea that the functioning of aquatic ecosystems may be viewed as a biomass flow moving from lower to higher trophic levels, due to predation and ontogenetic processes. Thus, we show that the ecosystem biomass present at a given trophic level may be estimated from two simple equations, one describing biomass flow, the other their kinetics (which quantifies the velocity of biomass transfers towards top predators). The flow kinetic of prey partly depends on the abundance of their predators, and a top-down equation expressing this is included in the model. Based on these relationships, we simulated the impact on a virtual ecosystem of various exploitation patterns. Specifically, we show that the EcoTroph approach is able to mimic the effects of increased fishing effort on ecosystem biomass expected from theory. Particularly, the model exhibits complex patterns observed in field data, notably cascading effects and ‘fishing down the food web’. EcoTroph also provides diagnostic tools for examining the relationships between catch and fishing effort at the ecosystem scale and the effects of strong top-down controls and fast-flow kinetics on ecosystems resilience. Finally, a dynamic version of the model is derived from the steady-state version, thus allowing simulations of time series of ecosystem biomass and catches. Using this dynamic model, we explore the propagation of environmental variability in the food web, and illustrated how exploitation can induce a decrease of ecosystem stability. The potential for applying EcoTroph to specific ecosystems, based on field data, and similarities between EcoTroph and Ecopath with Ecosim (EwE) are finally discussed.     

Validation of modeling approach to evaluate congener-specific concentrations of polychlorinated dibenzo-p-dioxins and dibenzofurans in air and soil near a solid waste incinerator.

A concise modeling approach using long-term averaged meteorological data was developed to estimate site-specific concentrations of congeners of polychlorinated dibenzo-p-dioxins and dibenzofurans (PCDD/Fs) near a solid waste incinerator. This approach consists of calculation of atmospheric dispersion, dry and wet deposition of gaseous and particle-bound congeners, and non-steady-state concentrations in soil. The predictability of this approach was evaluated by comparison of calculated concentrations of congeners in soil with those measured at eight locations near a municipal solid waste incinerator (MSWI). The variation of these concentrations due to variability of meteorological parameters is small. A considerable number of mean values show good agreement with measured concentrations within a factor of three. The reasonable agreement between calculated and measured concentrations indicates that algorithms for the calculation of vapor-phase deposition and non-steady-state concentrations in soil must be included in the modeling approach for an accurate estimation of the concentrations of congeners of PCDD/Fs emitted from MSWIs to the atmosphere. For a detailed estimation of site-specific concentrations, it is important to specify the bulk density of soil in the evaluated area, together with meteorological parameters.     

无量纲廓线函数对稳定度分类的影响

讨论了无量纲廓线函数对稳定度分类标准计算结果的影响,利用北京325m气象铁塔的超声脉动资料和常规梯度观测资料,对4种无量纲廓线函数进行比较.结果表明,对于北京地区Businger-Hick公式最合适,风速比法稳定度分类标准不是稳定度级别的单调函数.     

NATURAL RESTABILIZATION OF STREAM CHANNELS IN URBAN WATERSHEDS1

ABSTRACT: Stream channels are known to change their form as a result of watershed urbanization, but do they restabilize under subsequent conditions of constant urban land use? Streams in seven developed and developing watersheds (drainage areas 5–35 km²) in the Puget Sound lowlands were evaluated for their channel stability and degree of urbanization, using field and historical data. Protocols for determining channel stability by visual assessment, calculated bed mobility at bankfull flows, and resurveyed cross‐sections were compared and yielded nearly identical results. We found that channel restabilization generally does occur within one or two decades of constant watershed land use, but it is not universal. When (or if) an individual stream will restabilize depends on specific hydrologic and geomorphic characteristics of the channel and its watershed; observed stability is not well predicted by simply the magnitude of urban development or the rate of ongoing land‐use change. The tendency for channel restabilization suggests that management efforts focused primarily on maintaining stability, particularly in a still‐urbanizing watershed, may not always be necessary. Yet physical stability alone is not a sufficient condition for a biologically healthy stream, and additional rehabilitation measures will almost certainly be required to restore biological conditions in urban systems.     

提供生物稳定饮用水的最佳工艺

研究由预处理、常规处理和深度处理组合而成的 7种不同工艺对饮用水源水中可生物同化有机碳 ( AOC)的去除效果 .试验表明 :生物陶粒预处理对 AOC具有较高的去除率 ,达到 45%左右 ,如果在它之前先经过预臭氧化 ,生物处理的去除率可增大到 58.4% ;常规处理对 AOC的去除非常有限 ,去除率平均在 2 0 %左右 ;新活性炭单元因其吸附作用对 AOC的去除效果稳定在30 %左右 ,如和臭氧氧化连用 ,去除效果能提高到 50 %以上 ;包括了常规处理、生物预处理、预臭氧和臭氧活性炭的组合工艺对AOC的去除效果最好 ,达到 86% .因此臭氧氧化、生物炭和生物处理是提高饮用水生物稳定性的重要手段 ,并以本试验结果为依据提出了对于不同的水源水所采用的最佳工艺 .     

The inertial range “outer scale” and optical turbulence

The crucial parameter used to calculate turbulence effects upon light waves propagating through the atmosphere is known as the structure constant, . As Tatarski has shown, this parameter depends upon the “outer scale” of the inertial sub-range of the turbulence. Recently there have been successful predictions of astronomical “seeing” conditions at Mauna Kea Astronomical Observatory which have increased interest in this subject and in the use of the so-called “Dewan Optical Turbulence Model”. In the case of the Air Force, there has been a longstanding need for such optical turbulence prediction, especially in the stratosphere. In the past researchers have used a relation due to Tatarski, (which plays a prominent role in this model) in order to deduce values of the “outer scale” from measurements. When doing this, they have been surprised to find values very much smaller than expected. The goal of the paper is to explain this unexpected result. As we will show, this result can be explained by two factors: (a) the average turbulent layer thicknesses are smaller than originally believed, and, more importantly, (b) only a minor fraction of the stratosphere is turbulent. In order to arrive at this conclusion, we used the high-resolution (10 m) wind profiles that were originally used to formulate the previously mentioned optical turbulence model. The U.S. Government’s right to retain a non-exclusive, royalty-free license in and to any copyright is acknowledged.     

我国生态工业系统稳定性的结构型因素实证研究

在查阅国内外大量文献的基础上,提出了5个可能影响我国生态工业系统稳定性的结构型因素假设:关键种企业、成员距离、成员相互依赖程度、成员多样性、领导因素.并在全国47个生态工业系统进行统计实证研究加以证实.数据相关分析和回归分析结果表明:强有力的系统内部关键种企业、较少的成员交流障碍、较近的成员空间距离、多样化的成员企业主营业务等4个因素对我国生态工业系统稳定性有显著影响.对我国生态工业系统的发展提出了相应的政府决策建议.      

净水工艺对饮用水生物稳定性控制的研究

利用现场中试装置,系统比较了预处理单元、常规处理单元及深度处理单元中可生物降解有机物BDOC和AOC的生成和去除特性.结果表明:常规工艺+活性炭过滤对CODMn的去除率仅能达到30%,无法有效保证出水水质要求,而常规工艺+臭氧活性炭可以很好地满足水质标准,去除率可达50%以上.以控制生物稳定性为目的时,氧化剂的投加会增加AOC和BDOC浓度,降低生物稳定性.不投加氧化剂,直接采用常规工艺+普通活性炭过滤可将出水AOC含量控制在50μg/L以下.但要实现对COD_Mn和生物稳定性的同时控制,常规工艺+臭氧+生物活性炭的工艺组合是本研究中的最佳工艺组合.     

快速木质纤维素分解菌复合系MC1对秸秆的分解能力及稳定性

以天然水稻秸秆为材料研究了快速降解木质纤维素的细菌复合系MC1对木质纤维素的分解能力;并在不同条件保藏、高温处理以及利用变性梯度胶电泳(DGGE)技术研究了复合系的稳定性.结果表明,复合系MC1在50℃液体静止培养条件下8～10d,把培养液2%干重的水稻秸秆完全分解溶化;经过9d的培养,水稻秸秆的总干重减少81%,其中纤维素减少99%,半纤维素减少74%,木质素减少51%.连续继代培养4a、常温干燥保存4a、-20℃冷冻藏4a、培养液直接在室温和4℃保存1a、90℃处理30min仍具旺盛的分解能力并稳定传代.平板培养基培养证明MC1全部由细菌组成,16SrDNA变性梯度胶电泳(DGGE)检测结果,在6个月内主要条带几乎没有变化,说明MC1的菌种组成相当稳定.MC1对纤维素的分解利用具重要前景.     

砷酸钙化合物的溶解度及其稳定性随pH值的变化

通过混合沉淀和溶解实验详细研究了pH值和Ca/As摩尔比对石灰沉淀法处理高浓度含砷废水的影响.沉淀后溶液中的As浓度随pH值的变化趋势与混合液的Ca/As摩尔比有关,在Ca/As=1·50和1·67时,沉淀后溶液中的As浓度在pH=7附近达到最低,然后随pH值的升高而呈现出增大的趋势;在Ca/As=2·00和4·00时,沉淀后溶液中的As浓度随pH值的升高而降低,且2种Ca/As摩尔比条件下的实验结果基本一致.混合沉淀过程中生成的砷酸钙化合物的组成与结构取决于溶液的Ca/As摩尔比和pH值.在低pH值和低Ca/As摩尔比条件下形成的沉淀物要比在高pH值和高Ca/As摩尔比条件下形成的沉淀物的颗粒要大,而且结晶程度要好.在Ca/As摩尔比为1·0~4·0和不同pH值条件下,主要生成Ca_3(AsO_4)_2·3H_2O、Ca_3(AsO_4)_2·2·25H_2O、Ca_5(AsO-4)_3OH和Ca_4(OH)-2(AsO_4)2·4H_2O,溶度积分别等于10~(-21·14)、10~(-21·40)、10~(-40·12)和10~(-27·49).