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1.
Temporal-spatial variations of euphotic depth of typical lake regions in Lake Taihu and its ecological environmental significance 总被引：5，自引：0，他引：5
ZHANG Yunlin QIN Boqiang HU Weiping WANG Sumin CHEN Yuwei CHEN Weimin 《中国科学D辑(英文版)》2006,49(4):431-442
Euphotic depth can be defined as the portion of wa- ter column that supports the net primary productivity. Its lower end is the critical depth, namely, the depth measured when the daily net primary productivity is zero[1]. In the ecosystems of oceans, lakes and rivers, phytoplankton live in the euphotic depth and euphotic depth is usually taken as the lower boundary, when studying the primary productivity and biomass of phytoplankton; therefore the corresponding depth is sometimes called the t… 相似文献
2.
In order to estimate the present-day pollution levels in the ecosystem of the Se-lenga River Delta and to monitor the changes caused by the discharge of household refuse and industrial wastes, as well as the functioning of the agricultural and stock farming, a comprehensive study of the water and bottom sediments in the main branches of the Selenga River Delta was carried out. This study has determined the concentrations of heavy metals in river water and bottom sediments in its delta. 相似文献
3.
五里湖作为太湖富营养化最严重的区域,内源污染和生态退化成为困扰五里湖最主要的两个问题.生态清淤工程的特点是对所要疏浚污染底泥污泥厚度通过采样分析后精确测定,并且在施工过程中的控制精度也高于一般的工程疏浚.所以生态清淤既可以清除五里湖的内源污染,又能为其生态恢复创造条件.本文通过对五里湖生态疏浚对生态系统的影响,疏浚区底泥、水质质量的改善的效果以及对原位培养生物的抗氧化系统组分变化等多个方面进行分析评价,发现,五里湖生态疏浚区底泥中磷含量下降了30%,左右,重金属含量升高的地质积累指数小于1级.疏浚后半年内水体中总磷和溶解磷含量比疏浚前下降10%-25%左右,叶绿素a含量下降40%,左右,其它水质理化参数保持正常.作为生物标志物原位培养生物的抗氧化系统组分在疏浚前后变化较小所以认为,五里湖疏浚达到了一定的效果,并且控制了对生态的压力,为下一步生态修复创造了条件. 相似文献
4.
以广州市城区为例,基于分形理论,借助GIS技术手段,测度广州市城区1957、1982和2008年交通网络的盒子维数。结果表明:①广州市城区路网具有明显的分形特征,不同区域的盒子维数均有不同程度的增加,城市路网覆盖度不断提高,道路密度和通达性不断增强;②根据不同时期不同行政区路网盒子维数的差异和增幅大小,把广州市城区路网发育划分为3种不同类型:成熟型(东山区、越秀区、荔湾区),发展型(黄埔区、芳村区、白云区),拓展型(海珠区、天河区);③建立不同区域盒子维数与年代的线性、指数和幂指数函数关系,经对比发现指数函数关系拟合度最好,其相关系数R2>0.8,表明广州市城区交通网络近50年来发展迅速,而且这种态势还将持续下去。 相似文献
5.
通过用无量纲分析和线性回归方法对2002-2003年太湖4测点1000多组波浪资料的分析,给出了太湖不同时段风浪平均波高(H)与风区长度(F)、水深(d)、风速(v)6个关系模式.在此基础上,开展了模式的误差分析及与前人模式对比.结果表明,太湖北部不同区域风浪平均波高的计算应选用不同计算模式,但是可用如下形式表示:其中,a1-a8为和地形及水生植物覆盖度等相关的参数.误差分析结果显示:离岸距离大于1km区域的参数a1-a8的取值分别为0.217456、1、0.15、0.6、0.09、0.6、1.0、0.0052,模式估算平均波高的误差小于24％;近岸区参数a7大于1,a8取0,a4取值介于0.6-0.72,a5介于0.00131-0.00168,模式估算平均波高的误差较大,表明近岸区波浪还需进行进一步的观测研究. 相似文献
6.
To improve the water quality in a limited area has instant and actual importance, especially in the regions where the surface water system was polluted widely and the water quality of the system could not be improved effectively in a short term. The technology for improving the water quality in a local area was been developing in Taihu Lake Basin since 1991. 相似文献
7.
Taihu Lake is one of the famous five great freshwater lakes in China. Taihu Lxike Basin (TLB) is a densely populated and economic developed area in China. The surface water quality in TLB was deteriorated from I-Ⅱ grade in the history to IV-V grade at present. To develop a series of technology of most cost-effective and achievable for improving environment in a local water area of most sensitive for society and improving water quality for more and more areas step by step is the key point of the new strategy. Except the measures for reducing the industrial and domestic pollution load to the lake, some research topics are suggested to be emphasized. 相似文献
8.
基于实测数据，利用验证良好的SWAN风浪模型开展了2018年巢湖风浪变化及分布特征研究.巢湖2018年平均有效波高和波周期分别为0.16 m和1.22 s，整体春季风浪大，秋季风浪小.月均最大值出现在4月，分别为0.22 m和1.36 s，月均最小值出现在11月，分别为0.11 m和1.06 s，变化幅度分别为最大值的52%和22%.月均值整体中巢湖最大，东巢湖次之，西巢湖最小.巢湖月最大有效波高和波周期主要出现在东巢湖或中巢湖，各值月间差异显著，最大变化幅度分别为最大值的61%和27%.不同湖区计算的月均有效波高和波周期较大值分布范围所占湖区的比例不同，中巢湖与东巢湖较大，西巢湖最小.不同月份及湖区较大有效波高出现的时间占比是不一致的，9-11月份时间占比较小，将有利于蓝藻水华的出现. 相似文献
9.
准确估算换水周期对于研究湖泊水体化学、生物变化以及污染物迁移、扩散、转化有着重要意义,换水周期是湖泊的一个重要环境参数.根据2010年实测水文、气象和环湖水量、水质条件,建立3组情景模式:第1组为实况方案,第2组是环湖水量倍比缩放方案,第3组为望虞河水量倍比缩放方案.采用EcoTaihu模型模拟3组情景模式下太湖及各湖区营养盐状况,并根据实测结果对模型进行校验.模型计算结果表明:在2010年太湖水文、气象条件下,150~160 d换水周期条件下太湖氮、磷浓度最低,即太湖适宜换水周期为150~160 d. 相似文献
10.
A model on a physico-biological engineering experiment for purifying water in Wulihu Bay of Lake Taihu by using Trapa natans var. bispinosa was constructed. The state variables in water in the physico-biological engineering were ammonium nitrogen (NH4+-N); nitrate nitrogen (NO3--N); nitrite nitrogen (NO2--N); phosphate phosphorus (PO43--P); dissolved oxygen (DO); nitrogen (N) and phosphorus (P) in detritus; biomass density, N and P in phytoplankton and in Trapa natans var. bispinosa, N and P in the substance adsorbed by the membrane of the engineering and the rootstocks of Trapa natans var. bispinosa. The state variables in bottom mud layer were PO43--P in the core water,exchangeable P and N. The external forcing functions were solar radiation, water temperature, NH4+-N; NO3--N; NO2--N; PO43--P; N and P in detritus; DO; phytoplankton concentrations in inflow water and the retention time of the water in physico-biological engineering channel. The main physical, chemical and biological processes considered in the model were:growth of Trapa natans var. bispinosa and phytoplankton; oxidation of NH4+-N and NO2--N, of detritus break down; N and P sorption by the enclosure cloth of the experimental engineering and by the rootstocks of Trapa natans var. bispinosa in water; reaeration of water; uptake of P, NH4+-N, NO3--N by phytoplankton and Trapa natans var. bispinosa:mortality of the phytoplankton and Trapa natans var. bispinosa:settling of detritus; and nutrient release from sediment. Comparison of calculated results and observed results showed that the model was constructed reasonably for the experiment. The mechanism of purifying lake water in the experiment engineering was discussed by the use of the model. 相似文献