沉积物中磷的赋存形态及磷形态顺序提取分析方法   总被引：11，自引：1，他引：10  

许春雪  袁建  王亚平  王苏明  代阿芳 《岩矿测试》2011,30(6):785-794

阐述了当前我国水体富营养化的现状,水体的富营养化与水体中磷、氮的浓度以及二者的浓度比值有着密切的关系。水体富营养化时氮和磷的浓度均很高,但没有一个固定的值,是在一个较宽泛的富营养范围内,氮和磷的浓度比值大多在10∶1～20∶1。湖泊沉积物作为湖泊水体中磷的重要蓄积库,是湖泊流域磷循环的重要归属,也是湖泊水体内源性磷的主要来源,沉积物中极少量的稳定磷转化为活性磷就会造成湖泊水体富营养化。文中介绍了沉积物中无机磷形态的分类,评述了欧盟标准局在研制湖泊沉积物磷形态标准物质时比对采用的4种提取方法(Willimas法、Hieltjes-Lijklema法、Ruttenberg法、Golterman法),总结了国内外学者所应用的沉积物中磷的各种形态提取方法和磷各形态的分析测定方法,国内学者应用的方法是在国外学者方法的基础上提出的,阐述了顺序提取方法及其地球化学意义。简要评述了湖泊沉积物中磷的生物释放、物理释放和化学释放三种释放机制,这三种释放机制相辅相成,在一特定的环境条件下某一过程可能占主导地位来控制沉积物磷的释放。最后提出应该加强对沉积物中磷的各种形态的专属提取剂及其提取有效性的分子表征和检测,更加细化对于沉积物中磷形态的分类和创新各种磷形态的分析方法,建立沉积物-水体磷的迁移、循环和转化模型,这对于从根本上解决富营养化问题具有重要意义。  相似文献   

长期动荷载作用下冻结粉土的变形和强度特征   总被引：6，自引：2，他引：4  

赵淑萍  马巍  焦贵德  常小晓 《冰川冻土》2011,33(1):144-151

根据长期动荷载作用下的蠕变试验结果,研究了冻结粉土的变形和动强度特征.试验分3组,第一、二组是小振幅动荷载试验,且第二组的动荷载幅值为第一组的两倍;第三组是大振幅动荷载试验,荷载最小值取接近于零的值,最大值与第一组对应.试验结果表明:各种振幅的动荷载作用下,冻土的累积应变随荷载振动次数的变化规律相同(都包括初始蠕变阶段、稳定蠕变阶段、渐进流阶段)但数值上有差异.在初始和稳定蠕变阶段,第三组试验的累积应变小于第一、二组的,但是第三组试验稳定蠕变阶段的应变速率很大,蠕变曲线迅速进入渐进流阶段,此后其累积应变值大于小振幅动荷载试验的;第一、二组试验的应变幅值随振次的变化规律相似,但与第三组的有明显不同,而且,第三组试验的应变幅值明显大于第一、二组试验的.各种振幅动荷载作用下冻土的残余应变随振次的变化规律相同,且偏移荷载载越大或动荷载振动幅值越大,残余应变越大;冻土的动强度随荷载振动次数的增加而衰减,直至趋于极限动强度,大振幅动荷载试验的极限动强度明显小于小振幅动荷载试验的.  相似文献   

机车动荷载作用下多年冻土区铁路路基动力响应的试验研究     

陈拓  吴志坚  车爱兰 《地震工程与工程振动》2011,31(1):168-173

青藏铁路穿越多年冻土区因地温和含冰量的不同而采取了不同的路基结构形式,以减小或避免气温和工程扰动对其下部多年冻土的影响。为了把握多年列车振动荷载作用下多年冻土区不同结构路基的动力响应特征,对青藏铁路北麓河段典型结构路基进行了实时强震动测试,得到了多年冻土区铁路路基的振动加速度衰减规律,对于研究机车动荷载对青藏铁路多年冻土区路基变形的定量影响规律,保障青藏铁路安全运营具有重要的科学意义。  相似文献   

Flash flood sediment transport in a steep sand-bed ephemeral stream     

Paolo BILLI 《国际泥沙研究》2011,26(2):193-209

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鄱阳湖沉积物间隙水中磷的含量及其分布特征   总被引：2，自引：1，他引：1  

向速林  周文斌  聂发辉 《湖泊科学》2011,23(6):868-872

根据2010年1月对鄱阳湖各站点沉积物的采样分析,研究了鄱阳湖沉积物间隙水中总溶解性磷(DTP)与可溶性正磷酸盐(DIP)的含量及其分布特征,并对各站点表层沉积物间隙水中DTP和DIP的含量及其沉积物中TP与IP的含量进行了相关性分析.结果表明,鄱阳湖各站点表层沉积物(0 -2cm)间隙水中DTP的平均含量为0.134...  相似文献   

Experimental investigation on seismic behavior of single piles in sandy soil     

Werasak Raongjant 《地震工程与工程振动(英文版)》2011,10(3):417-422

This paper describes a quasi-static test program featuring lateral cyclic loading on single piles in sandy soil. The tests were conducted on 18 aluminum model piles with different cross sections and lateral load eccentricity ratios, e/d, (e is the lateral load eccentricity and d is the diameter of pile) of 0, 4 and 8, embedded in sand with a relative density of 30% and 70%. The experimental results include lateral load-displacement hysteresis loops, skeleton curves and energy dissipation curves. Lateral capacity, ductility and energy dissipation capacity of single piles under seismic load were evaluated in detail. The lateral capacities and the energy dissipation capacity of piles in dense sand were much higher than in loose sand. When embedded in loose sand, the maximum lateral load and the maximum lateral displacement of piles increased as e/d increased. On the contrary, when embedded in dense sand, the maximum lateral load of piles decreased as e/d increased. Piles with a higher load eccentricity ratio experienced higher energy dissipation capacity than piles with e/d of 0 in both dense and loose sand. At a given level of displacement, piles with circular cross sections provided the best energy dissipation capacity in both loose and dense sand.  相似文献   

Geometry Relations with Bed Load Formulae for Alluvial Boundaries     

Levent Yilmaz 《洁净——土壤、空气、水》2011,39(2):121-127

Employing bed load formulae hydraulic geometry relations were derived for stream width, sediment transport velocity, and bed slope. The relations were examined in terms of friction factor, bed load discharge, bed load diameter, and water discharge. Two fundamental approaches to the prediction of hydraulic geometry have been developed. The first and most widely adopted approach is based on empirical equations whereas the second is based on solution of the governing equations of flow. The applied bed load formulae belong to different authors. Here, the comparison with the other derived relations is presented.  相似文献   

A Methodology for Clustering Lakes in Alberta on the basis of Water Quality Parameters     

Tahir Ali Akbar  Quazi K. Hassan  Gopal Achari 《洁净——土壤、空气、水》2011,39(10):916-924

In this study, a methodology for clustering 18 lakes in Alberta, Canada using the data of 19 water quality parameters for a period of 11 years (1988–2002) is presented. The methods consist of (i) principal component analysis (PCA) to determine the dominant water quality parameters, (ii) cluster analysis techniques to develop the characteristics of the clusters, and (iii) pattern‐match lakes to determine the appropriate cluster for each of the lakes. The PCA revealed that three principal components (PCs) were able to explain ～88% of the variability and the dominant water quality parameters were total dissolved solids, total phosphorus, and chlorophyll‐a. We obtained five clusters for the period 1994–1997 by using the dominant parameters with water quality deteriorating as the cluster number increased from 1 to 5. Upon matching cluster patterns with the entire dataset, it was observed that some of the lakes belonged to the same cluster all the time (e.g., cluster 1 for lakes Elkwater, Gregg, and Jarvis; cluster 3 for Sturgeon; cluster 4 for Moonshine; and cluster 5 for Saskatoon), while others changed with time. This methodology could be applied in other regions of the world to identify the most suitable source waters and prioritize their management. It could be helpful to analyze the natural controlling processes, pollution types, impact of seasonal changes and overall quality of source waters. This methodology could be used for monitoring water bodies in a cost effective and efficient way by sampling only less number of dominant parameters instead of using a large set of parameters.  相似文献   

利用遗传算法的网络GIS集群服务器动态负载均衡算法     

朱莉  沈未名  李锐  徐胜勇 《武汉大学学报(信息科学版)》2011,(6):721-725

针对现有负载均衡方法的不足和网络GIS数据的特点,提出了一种基于遗传算法的网络GIS集群服务器动态负载均衡方法。该算法将基于服务器状态和基于内容的调度算法综合起来考虑,设计了相应的编码机制和遗传操作。实验结果表明,和常用的负载均衡算法相比,此算法能获得更小的服务请求响应时间,能更好地服务网络GIS系统。  相似文献   

湖州市用电需求特性及其与气象条件的关系     

盛琼  朱晓东  骆丽楠  顾泽 《南京气象学院学报》2011,34(1):122-127

通过计算日用电量气象变化率lml、日最大用电负荷气象变化率lmh,分析了湖州市2006—2008年用电量及最大用电负荷的变化特征及其与气象要素的关系,着重研究了平均气温、最高气温、最低气温对用电量及最大用电负荷的影响,建立了日最大用电负荷、日用电量的预测模型。结果表明：用电量及最大用电负荷表现出年周期变化,且稳步递增,但月差异明显;不同月份不同气象因子对用电量及最大用电负荷的影响各有不同,lmh、lml与气象因子相关性显著的月份集中在6—10月;在不同温度范围,气温对用电量及最大用电负荷的影响程度也不同,随着气温变化,用电量和最大用电负荷的变化率最大可达20%;在7月、8月,气温升高1℃时,lmh、lml的变化最大,可达2%～5%。  相似文献