惠民凹陷南坡煤型气有效供气中心分析

惠民凹陷南坡石炭－二叠系煤层分布广泛,厚度较大,为一套以潮坪－泻湖沉积为主的海陆交互相地层,其有机质属浅沼森林有机相和深沼芦苇有机相。生气模拟实验表明,太原组和山西组煤岩生气潜力分别达150mL/g有机碳和110mL/g有机碳,煤型气源岩经历了复杂的热演化过程,其有效二次生气时期为早第三纪至今,门限温度135℃,对应的埋深入4000m,有效供气中心位于济阳地堑东部和曲堤地垒东段, 生气强度一般达到（20－40）×10^8m^3/km^2。位于主导运聚方向上的曲堤地垒东段是今后勘探的重点目标。     

吉林台水电站厂房高边坡稳定性及加固措施研究

吉林台水电站厂房后边坡开挖形成140～340m的高边坡,保证其长期运行稳定性至关重要.在结合地质资料对边坡的失稳模式进行初步判断的基础上,采用极限平衡分析方法对正常蓄水、暴雨影响、地震荷载等工况条件下边坡的整体抗滑稳定性进行分析,得出暴雨对边坡稳定影响较大的结论,据此提出以排水结合预应力锚索为主的边坡加固增稳措施,实践证明该措施是有效的.     

New power relations served here: The growth of food banking in Chicago

While some non-profits have suffered under the political and economic pressures of neoliberal urban governance reform, others have emerged as important institutional players in local governance regimes. This article highlights how non-profits food banks in Chicago have commercialized in order to respond to increased demand, enhance their institutional independence from government, and reassert their local dominance in emergency food service delivery. From a food bank member agency perspective, the consolidation of food bank institutional power has produced new bureaucratic limitations, user fees, and increased competition. These shifts reveal the rise of metropolitan food banks as important players in neoliberal urban governance regimes, as they control the conceptualization of hunger, management of poverty, and organization of food distribution systems.     

对蓬安县三元水库大坝外坡裂缝产生的原因及整治工程的探讨

本文通过对蓬安县三元水库大坝外坡裂缝产生的原因分析,进而运用岩、土力学的理论与方法反算推论出了裂缝的产生不是深层坝体土滑动引起的,而是局部浅层坝体土在水的诱发作用下作蠕滑-拉裂变形所产生的。在明确了大坝裂缝产生的原因后,提出了一系列相应整治工程措施,以达到彻底根治裂缝和稳固大坝的目的。     

顺向次生成层结构边坡稳定性影响因素分析

边坡稳定性影响因素分析是认识边坡变形破坏机制、评价稳定性和预测变形发展趋势的重要前提。针对边坡工程中的出现的次生成层结构边坡,首先简要分析其次生成层结构岩体的主要成因机制;然后根据顺向次生成层结构边坡的特点和工程经验,选取影响这类边坡稳定性的重要因素,通过参数取值正交试验,并采用UDEC软件对其进行数值模拟,获得各影响因素对边坡变形破坏影响程度的量化结果。研究结果表明：这类成层结构是接近地表的岩体在外生作用下由于差异卸荷回弹作用、应力分异和动荷载作用发生应力释放而形成的次生结构;各因素对顺向次生成层结构边坡稳定性影响的主次顺序各不相同;而在单一影响因素变化下其边坡稳定性系数、次生成层最大张开程度、坡顶最大位移又表现出不一样的特点。该研究结果对顺向次生成层结构边坡的开挖设计和支护措施选择具有重要理论和实践意义。     

桩前预留土体对抗滑桩影响的分析与计算研究

本文在前人研究的基础上对桩前土体需要开挖的抗滑桩提出了一种新的计算方法,即似m法。文中将单排抗滑桩分为三类:第一类为桩前土体不开挖,但与抗滑桩分离形成桩后缝隙;第二类为桩前土体不开挖,但与抗滑桩相贴且有抵挡抗滑桩的作用;第三类为桩前土体需要开挖,并对各类抗滑桩给出了相应的设计计算方法。对于第一类抗滑桩可用本文改进的m法和有限线单元法计算;对于第二类抗滑桩考虑桩前抗力值大小后也可用本文改进的m法和有限单元法计算;对于第三类抗滑桩可用本文提出的似m法和改进的有限线单元法计算。通过与实际工程测量值对比分析,得出结论:在抗滑桩工程中对桩的钢筋受力进行实测以推断桩的受力性能,弥补滑坡推力及桩前抗力勘测、分析、计算值可靠性差的弱点。该方法与二维、三维有限元法相比,具有计算方法简单、可靠的特点,值得广泛应用和发展。     

珠江口伶仃洋锋的类别及其对沉积的影响

根据近年在珠江口伶仃洋的观测资料，对比国外有关河口锋的定义，归纳了伶仃洋内几种锋的现象，计有潮侵锋、岬角锋及湖水退急时的浅滩锋等。解释了锋生的原因与潮汐进退，特别与随潮入侵的咸水关系。文中也探讨了这些锋对沉积环境的影响，认为它是陆架水入侵河口地区的一种不容忽视的沉积动力过程。     

Interactions between sediment chemistry and frenulate pogonophores (Annelida) in the north-east Atlantic

The small frenulate pogonophores (Annelida: Pogonophora a.k.a. Siboglinidae) typically inhabit muddy sediments on the continental slope, although a few species occur near hydrothermal vents and cold seeps. We present data on the distribution and habitat characteristics of several species on the European continental shelf and slope from 48°N to 75°N and show how the animals interact with the chemistry of the sediments. The environments inhabited include: shallow (30 m), organic-rich, fjord sediments; slope sediments (1000–2200 m) and methane seeps at 330 m depth. All the species studied obtain nutrition from endosymbiotic bacteria. They take up reduced sulphur species, or in one case, methane, through the posterior parts of their tubes buried in the anoxic sediment. We conclude that most species undertake sulphide ‘mining’, a mechanism previously demonstrated in the bivalves Lucinoma borealis and Thyasira sarsi. These pogonophores participate in the sulphur cycle and effectively lower the sulphide content of the sediments. Our results show that the abundance of frenulate pogonophores increases with increasing sedimentation and with decreasing abundance of other benthos, particularly bioturbating organisms. The maximum sustainable carrying capacity of non-seep sediments for frenulate pogonophores is limited by the rate of sulphate reduction.     

瓯江河口江堤控制线的研究

依据河口的河宽放宽率半理论公式,运用河势演变分析与用一维、二维数值模型的模拟等手段,从河道的防洪、河势、水流、航运等方面及其对环境影响的角度出发,对不同江堤控制线方案进行了比选与论证,提出了江堤控制线的推荐方案。     

The influence of light availability and predatory behavior of the decapod crustacean Nephrops norvegicus on the activity rhythms of continental margin prey decapods

The day–night cycle is one of the strongest geophysical cycles modulating species' behavioral rhythms. However, in deep-water continental margins, where light intensity decreases over depth, interspecific competition may alter behavioral responses to day–night cycles. The burrowing decapod crustacean Nephrops norvegicus is a large-size predator in benthic communities, exerting despotic territorial behavior. In this study, we analysed how the effect of light intensity cycles on decapod behavioral rhythms is reduced as one moves from shelves to slopes. In the Western Mediterranean, the predatory behavior and interspecific competition for substrate use of Nephrops increases moving from the shelf (100–110 m) to the slope (400–430 m). Vector fitting and generalized additive models were used to assess the effect of light intensity and behavioral rhythms of N. norvegicus on the temporal variation of prey decapods co-occurring in trawl tow catches carried out on the shelf and the slope during October 1999 and June 2000. The combination of diel variations in light intensity and N. norvegicus abundance influences the activity rhythms of prey decapods in a depth- and seasonal-dependent manner. Light modulation is stronger on the shelf and weaker on the slope, where Nephrops population size is greater. Although present regression analysis does not necessarily imply a direct cause–effect relationship between rhythms of predators and prey, we suggest that Nephrops alters the temporal patterning in the behavior of its prey on the slope, where light intensity is reduced. This alteration is stronger in endobenthic species than in benthopelagic species; the former rely on bottom substrate for the expression of behavioral rhythms, experiencing stronger interspecific competitions with Nephrops at time of activity.