长短桩复合地基承载力发挥系数取值研究

根据水泥土长短桩复合地基试验结果,得到了考虑荷载水平的水泥土长短桩复合地基承载力计算公式。然后,考虑复合地基中桩体、桩间土和复合地基沉降量之间的相互关系,利用现场载荷试验成果,对单桩复合地基和长短桩复合地基的桩间土承载力发挥系数和合理的s/b取值范围进行了对比研究,得到了长短桩复合地基桩间土承载力发挥系数的计算方法。结果表明:长短桩复合地基桩体先于桩间土出现破坏,桩体极限荷载点对应的复合地基s/b值为s/b的上限;当垫层模量Ec为100M Pa时,长短桩复合地基s/b上限为0.0034,对应的桩间土承载力发挥系数为0.29。     

复合材料静态处理煤矿高浓度含锰废水的研究

针对目前云南省某煤矿排放废水中Mn~(2+)超标的问题,利用一种新型复合材料进行除锰试验.该复合材料是纳米分子筛与硅藻土经合理复配后,掺入复配絮凝荆形成的.试验中优化了不同材料的复合方式、絮凝剂的复配比例与用量.利用复配的多孔材料,对云南某煤矿含有大量悬浮物、Mn~(2+)质量浓度为5.32 mg/L的黑色废水及Mn~(2+)质量浓度为42.mg/L的红褐色废水进行了Mn~(2+)去除效果研究.结果表明,黑色废水中Mn~(2+)去除率达到70%,出水pH值为7.9;红褐色废水中Mn~(2+)去除率达到91.0%,出水pH值为7.1.与此同时,还研究了废水中Fe~(3+)、固体悬浮物(SS)对Mn~(2+)去除效果的影响,废水中Fe~(3+)的存在使pH降低,并与Mn~(2+)产生竞争吸附,对复合材料除锰有不利影响,而SS的存在对Mn~(2+)的去除效果没有显著的影响.     

刚性桩复合地基的理论、实测与安全性研究

科学合理的设计理论是工程安全性和经济性的保障,现场监测是确保工程安全和质量最有效的手段。本文以提高刚性桩复合地基工程的安全性为目的,围绕关乎建筑物安全的“沉降量”等参数指标,从设计理论与试验监测两个方面开展研究。本文完善了刚性桩复合地基的设计理论,通过现场监测试验取得了第一手的数据资料,可作为今后类似工程的设计和施工参考。本研究为进一步提高刚性桩复合地基的安全性提供了理论和实践保障。     

Transformations of particles, metal elements and natural organic matter in different water treatment processes

Characterizing natural organic matter （NOM）, particles and elements in different water treatment processes can give a useful information to optimize water treatment operations. In this article, transformations of particles, metal elements and NOM in a pilot-scale water treatment plant were investigated by laser light granularity system, particle counter, glass-fiber membrane filtration, inductively coupled plasma-optical emission spectroscopy, ultra filtration and resin absorbents fractionation. The results showed that particles, NOM and trihalomethane formation precursors were removed synergistically by sequential treatment of different processes. Preozonation markedly changed the polarity and molecular weight of NOM, and it could be conducive to the following coagulation process through destabilizing particles and colloids; mid-ozonation enhanced the subsequent granular activated carbon （GAC） filtration process by decreasing molecular weight of organic matters. Coagulation-flotation and GAC were more efficient in removing fixed suspended solids and larger particles; while sand-filtration was more efficient in removing volatile suspended solids and smaller particles. Flotation performed better than sedimentation in terms of particle and NOM removal. The type of coagulant could greatly affect the performance of coagulation-flotation. Pre-hydrolyzed composite coagulant （HPAC） was superior to FeCl3 concerning the removals of hydrophobic dissolved organic carbon and volatile suspended solids. The leakages of flocs from sand-filtration and microorganisms from GAC should be mitigated to ensure the reliability of the whole treatment system.     

Nitrogen cycling of atmosphere-plant-soil system in the typical Calamagrostis angustifolia wetland in the Sanjiang Plain, Northeast China

The nitrogen (N) distribution and cycling of atmosphere-plant-soil system in the typical meadow Calamagrostis angustifolia wetland (TMCW) and marsh meadow Calamagrostis angustifolia wetland (MMCW) in the Sanjiang plain were studied by a compartment model. The results showed that the N wet deposition amount was 0.757 gN/(m2·a), and total inorganic N (TIN) was the main body (0.640 gN/(m2·a)). The ammonia volatilization amounts of TMCW and MMCW soils in growing season were 0.635 and 0.687 gN/m2, and the denitrification gaseous lost amounts were 0.617 and 0.405 gN/m2, respectively. In plant subsystem, the N was mainly stored in root and litter. Soil organic N was the main N storage of the two plant-soil systems and the proportions of it were 93.98% and 92.16%, respectively. The calculation results of N turnovers among compartments of TMCW and MMCW showed that the uptake amounts of root were 23.02 and 28.18 gN/(m2·a) and the values of aboveground were 11.31 and 6.08 gN/(m2·a), the re-translocation amounts from aboveground to root were 5.96 and 2.70 gN/(m2·a), the translocation amounts from aboveground living body to litter were 5.35 and 3.38 gN/(m2·a), the translocation amounts from litter to soil were larger than 1.55 and 3.01 gN/(m2·a), the translocation amounts from root to soil were 14.90 and 13.17 gN/(m2·a), and the soil (0-15cm) N net mineralization amounts were 1.94 and 0.55 gN/(m2·a), respectively. The study of N balance indicated that the two plant-soil systems might be situated in the status of lacking N, and the status might induce the degradation of C. angustifolia wetland.     

以植被生物完整性评价梁子湖湖滨湿地生态系统健康

湖滨湿地植被是湖滨带生态系统的主要特征,以湖滨湿地植被为对象可评价湖滨带生态系统健康状况。通过对梁子湖湖滨湿地植被的详细调查,共鉴定出植物182种,隶属于52科128属,其中湿生植物147种,水生植物35种。水生植物中有20种挺水植物,6种浮叶植物和9种沉水植物。采用植被生物完整性(VIBI)方法评价梁子湖湖滨湿地生态系统健康,对21个备选指标进行筛选分析,建立了以挺水植物物种数、多年生植物物种数、外来物种百分比、香农多样性指数、植物区系质量指数FQAI、耐受性物种百分比、敏感性物种百分比为核心指标的评价体系,三分法对指标进行赋值,将梁子湖湖滨湿地划分为健康、良好、一般和较差4个等级。评价结果表明,梁子湖湖滨湿地22个调查位点中,处于健康状态的有3个位点,良好6个,共占总位点数的41%,一般和较差分别为7个和6个,共占59%。总体上看,东梁子湖和牛山湖湖滨湿地位点健康状况较好,而西梁子湖湖滨湿地差异性较大,山坡湖南部湖湾和前江大湖北部位点健康状况良好,张桥湖湖滨湿地健康状况一般,评价较差的6个位点集中在宁港湖周围和前江大湖南部沿岸。底质和人类活动如水位调控、围网养殖、放牧等是影响梁子湖湖滨湿地植被生物完整性的主要原因。     

鄱阳湖湿地现状问题与未来趋势

近年来鄱阳湖秋冬季水文呈干枯态势,湿地生态系统及其关键因子也发生了变化。如何合理保护和利用鄱阳湖湿地引起各方关注。系统综述了鄱阳湖湿地生态系统在水文、江湖关系、水质、水鸟栖息地、渔业资源等方面存在的问题,梳理了引起这些问题的外部和内部因素。针对"一切照常"和"水位调控"两种情景,预测了湿地未来的变化趋势,并指出了当前研究中的不确定性问题。研究认为:鄱阳湖秋冬季的低枯水位,对水质、湿地植被、水鸟栖息地以及鱼类食物资源和"三场"(即:产卵场、洄游通道、索饵场)产生了一定不利影响。建议通过模型模拟和情景预测来分析不同调控方案的影响效果,优化调控方案、将生态系统的负面影响降到最低。     

鄱阳湖湿地土壤-植物-地下水稳定氧同位素组成分析

近年来,鄱阳湖水位持续走低,极端干旱事件频繁发生,湿地生态系统结构与功能遭受破坏。为此,于2014年鄱阳湖湿地保护区两个断面分层采集0~100 cm土壤,并采集优势种植物和河湖水以及地下水数据,运用稳定同位素技术,分析了土壤-植物-河湖水-地下水稳定同位素变化特征,并探寻它们之间的补给关系。结果表明,两断面土壤水氧同位素变化范围分别为–10.48‰~–5.23‰和–12.39‰~–6.55‰,算术平均值分别为–8.36‰和–8.63‰。断面一表层(0~30 cm)土壤水氧重同位素较富集,且随深度增加而减小;断面二表层(0~40 cm)土壤水中氧同位素组成基本无变化。断面一的地下水主要是受降水补给,断面二可能是受降水和河湖水共同补给。鄱阳湖湿地两断面优势种植物虉草叶片水的氧同位素值最大,为–0.9‰,其次是灰化苔草和芦苇,分别为–4.23‰和–5.25‰。     

黄河三角洲湿地主导生态服务功能价值估算

黄河兰角洲湿地是全球暖温带最典型的河口三角洲湿地,具有多种生态服务功能.本文依据每种生态功能的特点和作用机理,分别运用生态经济学、环境经济学或资源经济学的方法对各主导生态服务功能的价值进行了量化估算.结果表明:在黄河三角洲湿地10项主导生态服务功能中,蓄水调洪和降解污染物的功能价值最大;黄河三角洲湿地单位面积价值大约是全国湿地平均单位面积价值的10倍,其中自然湿地的单位面积价值远高于人工湿地的单位面积价值.本研究结果使人们直观地看到了湿地给人类带来的福利,为湿地生态资源的合理定价、有效补偿提供了科学依据.     

上海滩涂后备土地资源及其可持续开发途径

上海潮滩土地资源十分丰富,高程2m以上的滩涂面积为266km2,0m以上滩涂面积为896km2,-2m以上的滩涂面积为1513km2,-5m以上的滩涂面积达2699km2。这些淤积潮滩每年以20～350m的速度不断地向海淤涨。但以自然淤涨的速度与上海市建设需求的土地相比,仍然入不敷出。据统计,近50年来上海市圈围土地8.0×102km2,而城市建设占用农业耕地面积15×102km2。因此,必须通过人工促淤途径,加速中、低滩沼泽化和围涂造地的速度,扩大土地面积来满足上海城市建设和经济发展所需。但是,滩涂的开发要适度,要遵循自然演变的基本规律,同时需要与河口的综合开发治理和生态修复相结合。