Modeling compensated root water and nutrient uptake

Plant root water and nutrient uptake is one of the most important processes in subsurface unsaturated flow and transport modeling, as root uptake controls actual plant evapotranspiration, water recharge and nutrient leaching to the groundwater, and exerts a major influence on predictions of global climate models. In general, unsaturated models describe root uptake relatively simple. For example, root water uptake is mostly uncompensated and nutrient uptake is simulated assuming that all uptake is passive, through the water uptake pathway only. We present a new compensated root water and nutrient uptake model, implemented in HYDRUS. The so-called root adaptability factor represents a threshold value above which reduced root water or nutrient uptake in water- or nutrient-stressed parts of the root zone is fully compensated for by increased uptake in other soil regions that are less stressed. Using a critical value of the water stress index, water uptake compensation is proportional to the water stress response function. Total root nutrient uptake is determined from the total of active and passive nutrient uptake. The partitioning between passive and active uptake is controlled by the a priori defined concentration value c_max. Passive nutrient uptake is simulated by multiplying root water uptake with the dissolved nutrient concentration, for soil solution concentration values below c_max. Passive nutrient uptake is thus zero when c_max is equal to zero. As the active nutrient uptake is obtained from the difference between plant nutrient demand and passive nutrient uptake (using Michaelis–Menten kinetics), the presented model thus implies that reduced passive nutrient uptake is compensated for by active nutrient uptake. In addition, the proposed root uptake model includes compensation for active nutrient uptake, in a similar way as used for root water uptake. The proposed root water and nutrient uptake model is demonstrated by several hypothetical examples, for plants supplied by water due to capillary rise from groundwater and surface drip irrigation.     

城市污水回用三种处理工艺的选择

本文针对我国城市二级出水的特点,研究了污水深度处理的三种工艺:絮凝沉淀过滤、微絮凝过滤和直接过滤.装置采用网格反应池、翼片斜板沉淀池、气水同时冲洗粗砂滤池.药剂选用聚合硫酸铁,试验规模120m~3/d.     

海洋纤毛虫实验生态学研究Ⅳ:不同人工海水培养液及温度对扇形游仆虫种群增长的影响

为了揭示出海洋纤毛虫在人工海水中及不同温度下的种群动力学，利用实验生态学方法，就4种培养液及2种（17℃和23℃）温度对海洋纤毛虫扇形游仆虫（Euplotes vannus Mailer，1786）种群增长的影响进行了初步探讨．结果显示：①该种纤毛虫原生动物在4种人工海水培养液中的种群增长率大小顺序为：牛肉浸膏培养液〉米粒培养液〉酵母粉培养液〉蛋白胨培养液；②种群密度大小顺序依次为：米粒培养液〉牛肉浸膏培养液〉酵母粉培养液〉蛋白胨培养液；③指数增长期及稳定期在米粒培养液中均长于牛肉浸膏培养液；④随着培养温度的升高，种群增长率增大，指数增长期及稳定期缩短；⑤温度系数（Q10）的大小顺序为：蛋白胨培养液〉牛肉浸膏培养液〉米粒培养液〉酵母粉培养液．结果表明，米粒人工海水培养液不仅适合于保种培养，而且适合于种群的扩大培养，而牛肉浸膏培养液更适合于种群的快速扩大培养，其他两种培养液则只适合于保种培养．图2表4参13     

给水生物预处理反应器的细菌种群多样性和群落结构

提取一生产性规模的给水生物预处理反应器中生物膜样品的总DNA,构建细菌16S rDNA克隆文库,并通过16S rDNA序列的系统发育分析,对生物膜中的细菌种群多样性和群落结构进行了研究.实验结果表明,给水生物膜反应器中的细菌种群多样性十分丰富;生物膜中的细菌分别属于10个主要类群,其中α-Proteobacteria是克隆文库中的最大细菌类群,占克隆子总数的32.28%,其次是β-Proteobacteria;与Rhodobacter系统关系密切的细菌是克隆文库中所占比例最大的一个菌属,占克隆子总数的12.6%;反应器中与硝化作用有关的是Nitrosomonas和Nitrospira属的细菌.研究结果表明,给水生物预处理反应器中的细菌群落结构和废水生物处理反应器中的细菌群落结构是有所差异的.图1表1参13     

中国与欧洲禾谷镰刀菌DON毒素HPLC定量比较分析

选用4个来自中国、7个来自欧洲的代表性禾谷镰刀菌菌株,经脱氧雪腐镰刀菌烯醇(DON)毒素特异引物鉴定,确认其具有产生DON毒素的遗传物质基础后,接种于PDB培养基培养7d,从培养基上清中经硅胶柱分离、纯化DON毒素,经HPLC定量分析表明,纯化的禾谷镰刀菌DON毒素,与购自公司的DON毒素标准样品一样,其HPLC检测谱峰清晰明显,基线平稳,无干扰,保留时间为9.5min左右;供试菌株的DON毒素含量分布在0.023~1.934μg/mL之间,德国菌株F703产毒量最大,比位居第二的中国菌株5005(1.232μg/mL)高57%;其余的6个欧洲菌株中,除意大利菌株Lor9(0.128μg/mL)略低于另一个中国菌株7105(0.135μg/mL)外,均比3个中国菌株(4020、7105、8029)的产毒量大.欧洲镰刀菌产生DON毒素的能力远远大于中国菌株,这说明欧洲菌株长期在欧洲生态环境下已演变形成其特有的高毒素代谢类型,我国有必要严防欧洲禾谷镰刀菌入侵,加强对来自欧洲的禾谷类粮食及其产品的镰刀菌和毒素的检疫和监控;同时,本研究建立的毒素样品制备与HPLC检测体系可用于准确定量分析样品的DON毒素.图3表2参14     

珠江口水、沉积物及生物体As含量分布特征及生态风险评价

于2008年2、5、8及11月对珠江口进行了水、沉积物和生物体As含量的调查,分析其分布特征以及进行生态评价。结果表明：珠江口水体中As含量平均值为2.88μg·L-1,符合一类海水水质标准;其中,11月份显著高于其它3个月份(P <0.05)。全年珠江口水体八个河口在地域分布上As平均含量由高到低依次为：虎门、鸡啼门、磨刀门、崖门、洪沥门、蕉门、横门、虎跳门。表层沉积物As含量平均值为38.73 mg·kg-1,沉积物中As含量均超过海洋沉积物质量一类标准,但均未超三类标准。结果显示,表层沉积物横门含量最高,为(70.5±2.0) mg·kg-1,显著高于其它7个口门(P <0.05),而其它7个口门差异不显著。各口门含量从大到小依次为横门、洪沥门、鸡啼门、虎门、崖门、磨刀门、虎跳门、蕉门。表层沉积物地质累积指数评价结果与潜在生态风险系数评价结果一致,横门为中等污染水平,其余站点均为低污染水平。采集代表性生物样品,其中11种鱼类As平均含量为0.587 mg·kg-1,部分受检鱼类超出水产品中有毒有害物质限量要求,超标率为37.8%,肉食性鱼类平均含量要略低于杂食性鱼类,但不同食性和不同生活水层的鱼类As含量差异不显著(P >0.05)。受检生物样品虾的含量为0.314 mg·kg-1,符合水产品中有毒有害物质限量要求。与历年比较发现珠江口水、沉积物和生物体中As含量有上升的趋势,与其它河口相比较发现珠江口As污染在对比的河口和海湾中受污染程度较高。     

土地利用方式和施肥管理对黑土物理性质的影响

为了探讨东北黑土区土壤水分的调控能力及其影响因素以及土壤水分对降水和不同植被覆盖的响应,以海伦农田生态系统国家野外科学观测研究站内的长期定位试验为基础,利用中子水分仪测定土壤体积含水量,研究裸地、休闲地以及包括单施有机肥、化肥+秸秆还田、单施化肥和不施肥4种处理的农田耕层土壤物理性质和土壤水分动态.结果表明:与休闲地相比,农田土壤容重增加7.47％,而孔隙度、饱和含水量和田间持水量均呈降低趋势,分别下降2.59、6.04和1.90百分点;肥料的施入尤其是施用有机肥和秸秆还田能够改善土壤物理性质;裸地土壤物理性质最差.由于植被耗水量较大,农田和休闲地土壤剖面年平均体积含水量显著低于裸地,施用化肥和秸秆还田可显著降低农田土壤剖面年平均体积含水量.各处理土壤剖面水分变异系数均随土壤深度的增加(0～70 cm深处)而呈先减小后增加趋势.由于植被生长的耗水作用,休闲地和农田土壤水分变化比裸地强烈,秸秆还田加剧了农田土壤水分的变异.土壤储水量的动态变化与降水量之间存在明显相关性,不同土地利用方式和施肥管理对浅层土壤储水量的影响较大,但随着土壤深度的增加,各处理对土壤储水量的影响越来越不明显.     

Transport of Sewage Sludge in a Mixed Water Column

Abstract

Sewage sludge from four publicly-owned treatment works was sampled and characterized in terms of parameters affecting transport at the 106-mile deep ocean disposal site as part of the US Environmental Protection Agency's site monitoring programme. Samples from treatment plants in Passaic Valley, Rahway, and Elizabeth, New Jersey and New York City were characterized in terms of dynamic size distribution, suspended solids and density. the transport characteristics of sludge particles were measured using a 2 metre computer-interfaced laboratory settling column. Experiments were conducted at constant salinity (35 ppt) while varying hydrodynamic mixing, sludge type and concentration using a modified factorial experimental design. Hydrodynamic power dissipation was varied so that the vertical dispersion and rms fluid shear rate ranged between 0-6 cm²S^?1 and 0-30s^?1 respectively. Results indicate that at least 80% of suspended sludge particles will eventually settle under mixed conditions. the average settling velocities ranged between 0.05-4.05 × 10^-3 cm ^s-1. Shear rates above 15 s^?1 inhibited sludge settling due to aggregate breakup and boundary effects, but at a lower shear rate, differential settling and fluid shear were the dominant transport mechanisms. Sludge dilution (1/500-1/5000) had a limited effect on the settling rate. Results from this study can be used to calibrate particle transport models to determine the fate of sludge disposed at an ocean disposal site.