A Guide for Enhancing Estuarine Molluscan Shellfisheries

In the eastern United States as well as in many countries where most shellfish originate in public beds, shellfishermen, local communities, distributors, and consumers have been dependent on wild stocks for shellfish supplies. Abundance of shellfish is usually much lower than the carrying capacity of the beds and can fluctuate widely among seasons. Thus shellfisheries are built upon a relatively weak foundation: Uncertin supplies, abundance of which is governed by several natural factors.

Report to the Devon River Board on the investigations in the Walla Brook

This is the Report to the Devon River Board on the investigations in the Walla Brook (1955-58). This report provides information on the nature and quantification of the bottom fauna, the population of fish and their habits and behaviour throughout the year, and the relation of this fish population to the potential stock-carrying capacity of the river. It includes a bottom fauna list with occurring invertebrates and an Addendum to the report.

Comportamento estrutural de vigas casteladas em aço inoxidável.

As vigas casteladas já são utilizadas em diversos tipos de estruturas para se vencer grandes vãos. Há uma nova realidade para o uso de perfis castelados, agora em aço inoxidável. Este trabalho apresenta uma análise comparativa entre vigas casteladas e vigas de alma cheia em perfis IPE, baseadas na norma europeia, no método da resistência contínua; e, também, através de um modelo em elementos finitos desenvolvido no programa Ansys. Este trabalho tem como objetivo verificar o comportamento e a resistência à flexão das vigas casteladas em aço inoxidável. As não-linearidades físicas e geométricas foram incorporadas aos modelos, a fim de se mobilizar totalmente a capacidade resistente desta estrutura. A não-linearidade do material foi considerada através do critério de plastificação de von Mises e da lei constitutiva tensão versus deformação multi-linear, de forma a exibir um comportamento elasto-plástico com encruamento. A não-linearidade geométrica foi considerada a partir de uma formulação de Lagrange atualizado. Os resultados numéricos das vigas em estudo foram avaliados quanto aos modos de falha e da distribuição de tensões. Os momentos resistentes analíticos foram comparados com os resultados do modelo numérico apresentando valores satisfatórios e a favor da segurança.

Annual report 2006 - North Pacific Marine Science Organization (PICES). Fifteenth meeting, Yokohama, Japan, October 13-22, 2006

◾ Report of Opening Session (p. 1) ◾ Report of Governing Council (p. 15) ◾ Report of the Finance and Administration Committee (p. 47) ◾ Reports of Science Board and Committees: Science Board Inter-sessional Meeting (p. 63); Science Board (p. 73); Biological Oceanography Committee (p. 87); Fishery Science Committee (p. 95); Marine Environmental Quality Committee (p. 105); MONITOR Technical Committee (p. 115); Physical Oceanography and Climate Committee (p. 125); Technical Committee on Data Exchange (p. 133) ◾ Reports of Sections, Working and Study Groups: Section on Carbon and Climate (p. 139); Section on Ecology of Harmful Algal Blooms in the North Pacific (p. 143); Working Group 18 on Mariculture in the 21st Century - The Intersection Between Ecology, Socio-economics and Production (p. 147); Working Group 19 on Ecosystem-Based Management Science and its Application to the North Pacific (p. 151); Working Group 20 on Evaluations of Climate Change Projections (p. 157); Working Group 21 on Non-indigenous Aquatic Species (p. 159); Study Group to Develop a Strategy for GOOS (p. 165) ◾ Reports of the Climate Change and Carrying Capacity Scientific Program: Implementation Panel on the CCCC Program (p. 169); CFAME Task Team (p. 175); MODEL Task Team (p. 181) ◾ Reports of Advisory Panels: Advisory Panel for a CREAMS/PICES Program in East Asian Marginal Seas (p. 187); Advisory Panel on Continuous Plankton Recorder Survey in the North Pacific (p. 193); Advisory Panel on Iron Fertilization Experiment in the Subarctic Pacific Ocean (p. 197); Advisory Panel on Marine Birds and Mammals (p. 201); Advisory Panel on Micronekton Sampling Inter-calibration Experiment (p. 205) ◾ Summary of Scientific Sessions and Workshops (p. 209) ◾ Membership List (p. 259) ◾ List of Participants (p. 277) ◾ List of PICES Acronyms (p. 301) ◾ List of Acronyms (p. 303)

Annual report 2007 - North Pacific Marine Science Organization (PICES). Sixteenth meeting, Victoria, Canada, October 26-November 5, 2007

Report of Opening Session (p. 1). Report of Governing Council (p. 15). Report of the Finance and Administration Committee (p. 65). Reports of Science Board and Committees: Science Board Inter-Sessional Meeting (p. 83); Science Board (p. 93); Biological Oceanography Committee (p. 105); Fishery Science Committee (p. 117); Marine Environmental Quality Committee (p. 129); Physical Oceanography and Climate Committee (p. 139); Technical Committee on Data Exchange (p. 145); Technical Committee on Monitoring (p. 153). Reports of Sections, Working and Study Groups: Section on Carbon and Climate (p. 161); Section on Ecology of Harmful Algal Blooms in the North Pacific (p. 167); Working Group 19 on Ecosystem-based Management Science and its Application to the North Pacific (p. 173); Working Group 20 on Evaluations of Climate Change Projections (p. 179); Working Group 21 on Non-indigenous Aquatic Species (p. 183); Study Group to Develop a Strategy for GOOS (p. 193); Study Group on Ecosystem Status Reporting (p. 203); Study Group on Marine Aquaculture and Ranching in the PICES Region (p. 213); Study Group on Scientific Cooperation between PICES and Non-member Countries (p. 225). Reports of the Climate Change and Carrying Capacity Program: Implementation Panel on the CCCC Program (p. 229); CFAME Task Team (p. 235); MODEL Task Team (p. 241). Reports of Advisory Panels: Advisory Panel for a CREAMS/PICES Program in East Asian Marginal Seas (p. 249); Advisory Panel on Continuous Plankton Recorder Survey in the North Pacific (p. 253); Advisory Panel on Iron Fertilization Experiment in the Subarctic Pacific Ocean (p. 255); Advisory Panel on Marine Birds and Mammals (p. 261); Advisory Panel on Micronekton Sampling Inter-calibration Experiment (p. 265). 2007 Review of PICES Publication Program (p. 269). Guidelines for PICES Temporary Expert Groups (p. 297). Summary of Scientific Sessions and Workshops (p. 313). Report of the ICES/PICES Conference for Early Career Scientists (p. 355). Membership (p. 367). Participants (p. 387). PICES Acronyms (p. 413). Acronyms (p. 415).

Laboratory culture of Moina with organic ana inorganic fertilizers

An experiment was conducted in the laboratory condition to determine the effect of organic (poultry drop, cow dung and mustard oil cake) and inorganic fertilizer (urea) on production, reproduction rate and maturation time of Moina species. Production rate was also determined in both aerated and non-aerated system in plastic containers with carrying capacity of 2.5-liter each. Total production was significantly higher in both aerated (2475 individuals/2.5 l water) and non-aerated (3253 individuals/2.5 l water) containers using poultry manure compared to other fertilizers. Moreover, the reproduction rate and maturation time in poultry drops showed distinct efficacy in Moina species. Reproduction rate of 11 individuals was the maximal while lowest maturation time was found 78 hours. Reproduction and maturation were induced surprisingly in test tube where the aeration system was absent.

Report of the postgraduate certificate course on integrated coastal management, Bangkok, Thailand, 21 January - 1 March, 2013

Student projects included: conservation and protection of critical coral habitats in Phuket; assessing the carrying capacity on conservation and protection strategies; proactive stakeholder strategy to tackle an environmental threat; improving the environmental management through participation and sustainable freshwater management. All of these projects were conducted on Racha Yai Island in Phuket.

Compact holographic optical interconnections using nematic liquid crystal spatial light modulators

In a fibre-optic communication network, the wavelength-division multiplexing (WDM) technique enables an expansion of the data-carrying capacity of optical fibres. This can be achieved by transmitting different channels on a single optical fibre, with each channel modulating a different wavelength. In order to access and manipulate these channels at a node of the network, a compact holographic optical switch is designed, modelled, and constructed. The structure of such a switch consists of a series of optical components which are used to collimate the beam from the input, de-multiplex each individual wavelength into separated channels, manipulate the separated channels, and reshape the beam to the output. A spatial light modulator (SLM) is crucial in this system, offering control and flexibility at the channel manipulation stage, and providing the ability to redirect light into the desired output fibre. This is achieved by the use of a 2-D analogue phase computer generated hologram (CGH) based on liquid crystal on silicon (LCOS) technology. © 2011 Copyright Society of Photo-Optical Instrumentation Engineers (SPIE).

Closely correlating lower and upper bound plastic analysis of real slabs

An engineer assessing the load-carrying capacity of an existing reinforced concrete slab is likely to use elastic analysis to check the load at which the structure might be expected to fail in flexure or in shear. In practice, many reinforced concrete slabs are highly ductile in flexure, so an elastic analysis greatly underestimates the loads at which they fail in this mode. The use of conservative elastic analysis has led engineers to incorrectly condemn many slabs and therefore to specify unnecessary and wasteful flexural strengthening or replacement. The lower bound theorem is based on the same principles as the upper bound theorem used in yield line analysis, but any solution that rigorously satisfies the lower bound theorem is guaranteed to be a safe underestimate of the collapse load. Jackson presented a rigorous lower bound method that obtains very accurate results for complex real slabs.

The soft impact response of composite laminate beams

The quasi-static and dynamic responses of laminated beams of equal areal mass, made from monolithic CFRP and Ultra high molecular weight Polyethylene (UHMWPE), have been measured. The end-clamped beams were impacted at mid-span by metal foam projectiles to simulate localised blast loading. The effect of clamping geometry on the response was investigated by comparing the response of beams bolted into the supports with the response of beams whose ends were wrapped around the supports. The effect of laminate shear strength upon the static and dynamic responses was investigated by testing two grades of each of the CFRP and UHMWPE beams: (i) CFRP beams with a cured matrix and uncured matrix, and (ii) UHMWPE laminates with matrices of two different shear strengths. Quasi-static stretch-bend tests indicated that the load carrying capacity of the UHWMPE beams exceeds that of the CFRP beams, increases with diminishing shear strength of matrix, and increases when the ends are wrapped rather than through-bolted. The dynamic deformation mode of the beams is qualitatively different from that observed in the quasi-static stretch-bend tests. In the dynamic case, travelling hinges emanate from the impact location and propagate towards the supports; the beams finally fail by tensile fibre fracture at the supports. The UHMWPE beams outperform the CFRP beams in terms of a lower mid-span deflection for a given impulse, and a higher failure impulse. Also, the maximum attainable impulse increases with decreasing shear strength for both the UHMWPE and CFRP beams. The ranking of the beams for load carrying capacity in the quasi-static stretch-bend tests is identical to that for failure impulse in the impact tests. Thus, the static tests can be used to gauge the relative dynamic performances of the beams. © 2013 Elsevier Ltd. All rights reserved.

High performance fibre-reinforced cementitious composite (CARDIFRC) - Performance and application to retrofitting

This paper describes first some of the recent performance checks on the high performance fibre-reinforced cementitious composite CARDIFRC and then its application to the retrofitting of damaged concrete beams. It is shown that an even distribution of fibres throughout the bulk of the material is crucial to its excellent fatigue performance and to the reduction in the autogenous shrinkage strains. The distribution of fibres in beams, cylinders and strips is examined using computerised tomography imaging and traditional image analysis. Thin strips of CARDIFRC are used to retrofit damaged concrete beams which are subjected to thermal cycling. It is shown that neither the load carrying capacity of the retrofitted beams nor the bond between retrofit strips and concrete deteriorates with thermal cycling. The load carrying capacity of retrofitted beams is predicted with a model based on fracture mechanics, and the predictions are shown to be in good agreement with test data. © 2006 Elsevier Ltd. All rights reserved.

Gene transfer into genomes of human cells by the sleeping beauty transposon system

The Sleeping Beauty (SB) transposon system, derived from teleost fish sequences, is extremely effective at delivering DNA to vertebrate genomes, including those of humans. We have examined several parameters of the SB system to improve it as a potential, nonviral vector for gene therapy. Our investigation centered on three features: the carrying capacity of the transposon for efficient integration into chromosomes of HeLa cells, the effects of overexpression of the SB transposase gene on transposition rates, and improvements in the activity of SB transposase to increase insertion rates of transgenes into cellular chromosomes. We found that SB transposons of about 6 kb retained 50% of the maximal efficiency of transposition, which is sufficient to deliver 70-80% of identified human cDNAs with appropriate transcriptional regulatory sequences. Overexpression inhibition studies revealed that there are optimal ratios of SB transposase to transposon for maximal rates of transposition, suggesting that conditions of delivery of the two-part transposon system are important for the best gene-transfer efficiencies. We further refined the SB transposase to incorporate several amino acid substitutions, the result of which led to an improved transposase called SB11. With SB11 we are able to achieve transposition rates that are about 100-fold above those achieved with plasmids that insert into chromosomes by random recombination. With the recently described improvements to the transposon itself, the SB system appears to be a potential gene-transfer tool for human gene therapy.

农地承载力影响因素及拓展途径分析

在分析农地承载力内涵的基础上,指出农地资源承载力的影响因素众多,概括为自然环境因素和社会经济因素;农地承载力是动态变化的,改变农地所处的条件和影响因素可以拓展其承载力;从系统耦合,开放条件,农地制度,农地结构方面探讨农地承载力的拓展途径。

系统耦合对农地承载力的拓展分析

农地的特性决定了其系统具有耦合性,农地系统耦合的意义在于其对农地承载力产生重要影响.农地系统承载力是一个合力,其大小取决于各子系统承载力的"大小"和"方向",系统耦合正是通过调整分力的"大小"和"方向",实现农地承载力的拓展.系统耦合对农地承载力拓展的途径有:增强种间耦合,调整土地利用结构和农林牧渔复合经营等.

岷江上游地区景观格局与生态承载力变化及预测研究

岷江上游是我国十分典型的山地生态脆弱区。该地区的生态环境意义十分重大，既是长江上游生态屏障的重要组成部分，更是成都平原的重要生态屏障和水源生命线，其生态环境状况直接影响成都平原水资源的质量和数量，以至影响到整个岷江流域甚至整个长江上游的生态环境与社会经济发展。本论文通过3S技术手段，应用转移矩阵、景观指数和Kappa指数系列方法对岷江上游的景观变化从1974到2000年进行了综合分析，同时应用CLUE-S模型在有无“天然林保护工程”两个预案下对该区域2001到2020年的景观变化进行了预测。然后，应用基于能值理论进行改进的生态足迹方法和传统生态足迹方法对岷江上游地区的1982到2000的生态承载力进行了分析，以反映研究区的生态环境质量和可持续发展情况；应用多元统计方法和CLUE-S模型预测的结果预测了研究区2001到2020年的生态足迹和生态承载力。对岷江上游地区的景观格局和生态承载力的变化进行分析和预测得到如下主要结论： 1. 岷江上游地区景观在1974到2000年间格局变化并不十分显著，景观由少数几种景观类型所控制，各景观类型有不断趋于平均化的趋势，但速度缓慢，景观的破碎化程度越来越严重。研究区的景观变化以有林地的不断减少和其它景观类型的相应增加为特点，主要的景观变化发生在有林地、灌木林地、草地、耕地和经济林地之间。此时间段内的景观林地的面积不断减少，大部分转化为灌木林地和草地，使得其面积相应增加。耕地和经济林地面积不断增长，增长速度最为迅速。 2. 在有无“天然林保护工程”两种预案下，有林地向着不同的方向发展，有林地变化情况的不同导致其它景观类型的变化不同。在“无天保”预案下，林地面积不断减少，灌木林地、草地和耕地面积不断增长，景观的破碎化程度不断加剧，斑块形状更加不规划，景观的连通性不断下降。在“天保”预案下，林地面积有增长趋势，灌木林地和草地面积有所下降，耕地面积有下降趋势，景观的破碎化程度有减小的趋势，景观形状变得更加规则，景观的连通性也将得到改善。由此，“天然林保护工程”对景观格局未来变化有着决定性的作用。 3. 岷江上游地区的生态足迹从1982到2000年间呈缓慢的上升趋势，表明研究区内居民的生活水平不断提高，但速度缓慢。虽然研究区在研究时期内的生态承载力大于需求，但生态承载力呈明显的下降趋势，造成这种情况的主要原因是由于资源的不合理利用方式造成的，特别是对森林的过度采伐。连续的木材采伐给岷江上游地区脆弱的生态系统带来严重后果，导致了林地面积减小、森林质量下降、水土流失加剧和泥石流频繁发生。 4. 对于生态足迹和生态承载力在两个预案的预测表明到2020年为止岷江上游地区仍为可持续发展状态。在“无天保”预案下，生态承载力不断下降，生活足迹不断上升，研究区向不可持续的方向发展；在“天保”预案下，生态承载力在2003年后开始逐渐上升，同时，由于木材采伐被禁止，导致岷江上游地区的生态足迹大为下降，研究区将向更加可持续的方向发展。由两种预案的结果对比可以发现1998年开始实施的“天然林保护工程”能够扭转岷江上游地区未来的生态承载力变化方向。生态承载力可以反映生态系统的质量，说明该政策的实施可以有效改善岷江上游地区未来的生态系统。 5. 传统生态足迹方法应用的生物生产能力数据为常量，所以它能够有效地比较不同年份和不同区域间消费数据的变化情况。实际土地需求法应用的生物生产能力和均衡因子均根据研究区实际数据计算得到，其反映研究区的实际情况更为有效。应用能值对生态足迹方法进行改进，改变了传统生态足迹以生物圈为限制的不足。本文改进的方法－区域能值足迹法能够有效地反映研究区的实际情况，同时又能够将科技进步所带来的影响加以考虑。