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自2007年太湖无锡水危机事件后,太湖流域内各项水污染防治工作进入快车道,近年来浙江省持续开展水环境治理,针对不同污染源进行分类施策、精准治理,整体水环境质量得到了显著改善.本文根据2007-2019年浙江省环太湖水文巡测资料及主要出入太湖河道水质监测成果,全面分析了出入湖河道的水量、水质及污染物通量的时空变化趋势.结果表明,2007-2019年浙江省年均入湖水量为27.39亿m3,年均出湖水量为26.42亿m3,环湖河道进出水量在2007-2014年以出湖为主,2015-2019年以入湖为主,2015-2019年入湖水量增加受该时段地区降水量较丰的影响.2007-2019年浙江省环湖河道CODMn、NH3-N和TP浓度呈明显下降趋势,TN浓度有所下降,除TN仍处于Ⅴ~劣Ⅴ类水外,其余指标已处于Ⅱ~Ⅲ类水标准,当前环湖河道的CODMn和NH3-N指标已达到《太湖流域水环境综合治理总体方案（2013年修编）》提出的目标值,但TN和TP浓度仍存在较大差距.浙江省环湖河道年平均CODMn、NH3-N、TP和TN入湖通量分别为1.12万、0.18万、0.03万和0.90万t,出湖通量分别为1.13万、0.10万、0.03万和0.62万t,环湖河道除CODMn以净出湖通量为主外,其余指标均以净入湖通量为主,存在一定入湖滞留,其中水量是影响入湖通量的关键因子. 相似文献
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为了削减南淝河输入巢湖的污染物,建成南淝河旁路多级人工湿地水质净化示范工程,包括预处理系统、垂直潜流湿地系统和水平潜流湿地系统3个工艺单元.2014年3月至2015年2月对人工湿地各净化单元出水进行周年监测,分析各净化单元对污染物的去除效果,并探讨季节变化对去除效果的影响.结果显示,旁路多级人工湿地体现较高的去除效果.对高锰酸盐指数(COD_(Mn))、总氮(TN)、铵态氮(NH_4~+-N)和总磷(TP)的总去除率分别为70.9%、43.7%、43.5%和76.6%.COD_(Mn)和TP的平均出水浓度均优于《地表水环境质量标准》(GB 3838-2002)中的Ⅳ类水标准,而NH_4~+-N的平均出水浓度优于《城镇污水处理厂污染物排放标准》(GB 18918-2002)一级A类标准.各净化单元对污染物的去除差异显著,COD_(Mn)的去除主要发生在预处理单元,其对COD_(Mn)削减的净化率为65.1%;TN、NH_4~+-N和TP的去除主要发生在垂直潜流湿地单元,其对TN、NH_4~+-N和TP削减的净化率分别为23.2%、27.1%和51.1%.不同季节,旁路多级人工湿地对污染物去除具有一定差异,对COD_(Mn)和TP的去除率均表现为夏季秋季春季冬季,对TN的去除率表现为秋季春季夏季冬季,对NH_4~+-N的去除率表现为秋季夏季春季冬季.最后,建议通过增加碳源和增大水力停留时间来进一步优化该工艺,以有效提高脱氮效果. 相似文献
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梁子湖水质时空格局分析 总被引：3，自引：0，他引：3
基于大样本监测数据,从点位、湖区、全局3个层次,对梁子湖水质的季节变化和空间差异进行综合分析,发现梁子湖水质存在显著的季节差异和较大的空间差异:(1)季节上,夏、秋、冬季污染相对较重,春季污染相对较轻;夏、秋季主要污染指标为高锰酸盐指数(COD_(Mn)),冬季为总氮(TN);(2)空间上,东梁子湖和牛山湖污染相对较重,西梁子湖污染相对较轻;东梁子湖主要污染指标为COD_(Mn)、总磷(TP)和TN,牛山湖为COD_(Mn)、TN和氨氮,西梁子湖为COD_(Mn)和TN.研究结果有助于更好地了解梁子湖水质的时空变化特点,进而制定有针对性的保护措施和管理对策. 相似文献
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研究鄱阳湖入、出湖污染物通量是加强鄱阳湖及长江水功能区限制纳污红线管理的前提,是建立鄱阳湖水质预测模型的基础.基于2008-2012年鄱阳湖8条主要入湖河流、出湖口的逐月水量、水质同步监测资料,根据污染源特征优选算法,计算总磷(TP)、氨氮(NH3-N)、高锰酸盐指数(CODMn)的入、出湖污染物通量,并分析时空变化特征及影响因素.结果表明:(1)出湖口和乐安河入湖口断面的NH3-N、TP及昌江入湖口断面的TP,以点源污染为主,采用每月瞬时通量作为月平均通量的算法更准确;其余以非点源污染为主,采用瞬时污染物浓度与月平均流量之积来计算月平均通量更准确.(2)2008-2012年CODMn、NH3-N和TP年平均人湖通量分别为304398、53063和9175 t,年平均出湖通量分别为367436、45814和8452t.8条入湖河流每年的入湖水量、CODMn通量和个别年份的NH3-N、TP通量小于出湖,这主要是因为未计算区间产流及相应排污和采砂引起的内源污染.(3)入、出湖污染物通量在年际间主要受水量影响而呈现W型波动变化趋势,CODMn、NH3-N、TP入湖通量及CODMn出湖通量均集中在汛期,NH3-N、TP出湖通量则是冬季较多(低水位下湿地植被净化作用受限).入湖TP、NH3-N、CODMn通量主要来自赣江、信江、乐安河,而NH3-N、TP浓度最高的是乐安河、信江. 相似文献
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东江中上游主要控制断面水质变化特征 总被引：13，自引：2，他引：11
根据2001-2007年东江干流中上游博罗站、河源站和龙川站的监测资料,采用季节性Kendall检验方法,对COD_(Mn)、BOD_5和NH_3-N等水质参数的浓度变化趋势进行分析,结果表明:(1)3个断面的BOD5浓度都旱高度显著上升趋势;(2)龙川断面COD_(Mn)和NH_3-N的浓度变化不显著,而河源和博罗断面COD_(Mn)的浓度呈显著下降趋势、NH_3-N浓度呈显著上升趋势;(3)中游主要控制断面水质变化速率大于上游;(4)水质变化受流量的影响相对较小,主要是由陆域污染物排放量的变化所引起的. 相似文献
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基于洱海水生态特征的流域最大日负荷总量控制 总被引：1，自引：1，他引：0
基于洱海水生态历史数据及现状资料,采用概率密度分布曲线法及水生生物基准相结合的方式计算洱海总氮(TN)、总磷(TP)、高锰酸盐指数(COD_(Mn))和氨氮(NH_3-N)的控制目标,目标值分别为0.36、0.026、4和0.28 mg/L.再根据该水质目标,得到洱海的最大日负荷(TMDL)总量.TMDL总量采用线性规划法计算,其中污染物响应系数矩阵通过MIKE 21二维水质模型计算所得.安全容余(MOS)则通过一阶误差分析法确定.经过一系列的计算,最终确定洱海的TMDL总量控制计划.计算结果表明,洱海TN、TP、COD_(Mn)和NH_3-N的TMDL总量分别为2005.989、149.671、19258.844和1348.119 kg/d,其MOS所占比例分别为6.152%、5.570%、4.380%和5.021%,表明洱海农业面源污染为该流域主要的污染形式,其允许最大排放量约占全部允许排放量的90%左右. 相似文献
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雄安新区白洋淀冰封期水体污染特征及水质评价 总被引：2，自引：0，他引：2
为明确白洋淀冬季冰封期水污染特征,于2019年1月对白洋淀原始区、旅游区、生活区、养殖区和入淀区5个特征区域25个代表性采样点进行水样采集,选取温度、溶解氧(DO)、氨氮(NH_3-N)、亚硝态氮(NO_2--N)、硝态氮(NO_3--N)、总氮(TN)、总磷(TP)、高锰酸盐指数作为评价因子,采用单因子评价法、综合污染指数(K)法和主成分分析法对水质进行综合评价.结果表明:白洋淀冰封期不同功能区水体温差波动较小、DO浓度变化幅度大,TN和TP浓度较高.单因子评价表明,TN参与评价时,25个采样点中,Ⅲ类水体占28%,其余为Ⅳ类、Ⅴ类和劣Ⅴ类; TP参与评价时,Ⅲ类水体占16%,其余为Ⅳ类、Ⅴ类和劣Ⅴ类,综合看,白洋淀水质整体状况较差;综合污染指数法表明,生活区水质最好,入淀区河流水质最差,其中白沟引河、府河和瀑河3条入淀口河流水质状况最差,为重度污染,主要污染物为TN、TP;主成分分析法表明,入淀区的6条河流彼此间偏差较大,所受污染的影响因子存在较大差异,与主成分1和主成分2高度相关的理化指标是TN、TP.通过3种评价方法定性定量的有机结合,得出白洋淀冬季冰封期水质限制因子为TN、TP且该时期水体污染较严重,冰封期作为湖泊水体的重要时期,探明污染源并治理可显著改善湖泊水质,不仅为白洋淀水体治理提供最佳时机,也为治理和修复淀区水体污染提供指导意义. 相似文献
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为掌握滇池流域花卉大棚种植区的非点源污染特征,提高和改善滇池水环境质量,本研究选取呈贡县斗南村花卉大棚种植区作为研究对象,在实测降雨径流数据的基础上,通过建立Storm Water Management Model模型分别对全年连续降雨条件下和典型设计降雨条件下的降雨径流水质、水量进行了模拟.研究结果表明:1)模型的流量、化学需氧量(COD_(Cr))、悬浮物(SS)、总氮(TN)和总磷(TP)的Nash-Sutcliffe效率系数分别为0.858、0.835、0.803、0.712和0.752,能够较好地模拟研究区域的水质、水量变化.2)研究区域的平均径流系数为0.59,CODCr、SS、TN和TP的单位面积负荷率分别为118.34、82.90、54.64和5.46 kg/(hm~2·a),TN和TP是主要控制的污染物.3)各污染物浓度峰值的出现时间均早于流量峰值出现的时间,因此对滇池东岸花卉大棚种植区应进行污染物尤其是TP、TN浓度与流量错峰控制. 相似文献
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水生蔬菜对富营养化水体净化及资源化利用 总被引：7，自引：1，他引：6
通过采用水生蔬菜水芹和豆瓣菜作为生态浮床栽培材料,对其净化富营养化水体的效果及其处理后的品质等方面进行研究.结果表明,水生蔬菜不仅能在富营养化水体中正常生长,还对富营养化水体有较强净化能力,且净化能力随着处理时间的延长而提高.处理20d,水芹对富营养化水体中的TN、NH_4~+-N、TP、COD_(Mn)、Chl.a的去除率分别达到76.86%、69.39%、90.45%、95.03%和89.81%;豆瓣菜对富营养化水体中的TN、NH_4~+-N、TP、COD_(Mn)、Chl.a的去除率分别达到78.27%、67.95%、89.98%、95.38%和91.28%.水芹和豆瓣菜不仅能显著改善富营养化水体的水质,且没有产生硝酸盐及重金属富集,符合食用标准;还能产生一定的经济效益. 相似文献
10.
呼伦湖主要入湖河流克鲁伦河丰水期污染物通量(2010-2014) 总被引：4，自引：3，他引：1
为控制呼伦湖的水体恶化趋势,利用2010-2014年的水质监测数据首次对呼伦湖的主要入湖河流——克鲁伦河丰水期(6-8月)氨氮、总氮、总磷和化学需氧量等污染物的入湖通量进行详细研究.采用单因子指数法对水质进行评价,通过等标污染负荷确定入湖口的首要污染物,利用相关性分析研究水质、水量、污染物通量三者之间的相互关系.结果表明:克鲁伦河入湖口水体受总氮与化学需氧量污染较为严重,均处于V类或劣V类水平,总磷浓度整体处于Ⅲ~Ⅳ类水平.污染物入湖通量有逐年递增之势,2014年稍有下降,总氮的等标污染负荷最高,为入湖口的主要污染物.入湖口水质与水量呈现出一定的正相关关系,水量是影响污染物入湖通量的关键因子,而入湖水质则是影响入湖通量的主要影响因子.控制总氮及化学需氧量的入湖通量是当前的首要任务,合理控制放牧、将村镇的污废水处理后达标排放是减轻河湖水体污染的当务之急. 相似文献
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Humood F. Al‐Mudhaf Mohammad N. Al‐Hayan Mustafa I. Selim Abdel‐Sattar I. Abu‐Shady 《洁净——土壤、空气、水》2011,39(12):1068-1080
Three hundred and twenty‐two samples of desalinated household water were collected from 99 sampling locations that covered 95% of Kuwaiti's residential areas. Seventy‐one brands of bottled water were collected from Kuwaiti markets. The water quality parameters that were studied included pH, electrical conductivity (EC), total dissolved solids (TDS), F?, Cl?, Br?, , , , , , , , and the major macronutrients Na+, K+, Ca2+, and Mg2+. The analysis yielded a large range of results for most of these parameters, with differences in some cases exceeding 10‐fold. With a few exceptions, the results were found to comply with US‐EPA and WHO standards. Only the water in two brands of bottled water was acidic (pH < 6.5). The TDS was found to be higher than the US‐EPA regulated value in 4 and 3% of the household samples and bottled water brands, respectively. The fluoride levels were generally higher in bottled water than in household water. However, the household water that was produced by the Doha desalination plant and some of the European brands of bottled water were the best samples studied in terms of their quantity of Ca2+, Mg2+, and Na+ compared with the DRI values for those substances. EC and TDS were positively correlated with , , Na+, K+, Ca2+, and Mg2+ for household water but only with Ca2+ and Mg2+ for bottled water. 相似文献
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菏泽市地震局研制开发的数字地震深井水温水位观测系统,观测数据连续可靠,趋势变化平稳,微动态显示清晰,基本无干扰现象,设备安装方便简捷。 相似文献
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The water crisis is one of three crises that are persecuting the world. China is among the countries that face severe water shortages. Water scarcity and water pollution have seriously affected China's sustainable development in terms of the economy and society. Water resources per capita of China is only one quarter of the world's average. In addition, about 70 percent of China's rivers, lakes, and reservoirs are affected by pollution. Due to limited water resources, a crucial issue for the sustainable development of the watershed is how to resolve the human/nature competition for water and how to achieve the coordinated development of the economy, society and ecology. On the basis of defining water consumption for production, living and ecology (WPLE), this paper proposes a framework for forecasting and optimally allocating WPLE. Using Zhangye, in the middle reaches of the Heihe River Basin as the case study area, we forecasted and optimally allocated WPLE under three development scenarios, i.e. the conventional development scenario (CDS), the economy-priority development scenario (EPDS) and the environmentally sustainable development scenario (ESDS). In 2010, the proportions of WPLE in Zhangye were 87.73%, 2.74% and 9.53%, respectively. In 2020, the proportions of WPLE will be 74.80%, 4.50% and 20.70% under the CDS, 76.16%, 5.27% and 18.57% under the EPDS, and 74.99%, 4.51% and 20.50% under the ESDS. In the future, the proportion of production water consumption of Zhangye will drastically decrease, while the proportion of ecological water consumption will significantly increase. The main contradiction of the co-evolution of WPLE of Zhangye is the competitiveness of production and living water consumption with ecological water consumption. 相似文献
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The River Buyukmelen is located in the province of Duzce in northwest Turkey and its water basin is approximately 470 km2. The Aksu, Kucukmelen and Ugursuyu streams flow into the River Buyukmelen. It flows into the Black Sea with an output of 44 m3 s−1. The geological succession in the basin comprises limestone and dolomitic limestone of the Yılanlı formation, sandstone, clayey limestone and marls of the Akveren formation, clastics and volcano‐clastics of the Caycuma formation, and cover units comprised of river alluvium, lacutrine sediments and beach sands. The River Buyukmelen is expected to be a water source that can supply the drinking water needs of Istanbul until 2040; therefore, it is imperative that its water quality be preserved. The samples of rock, soil, stream water, suspended, bed and stream sediments and beach sand were collected from the Buyukmelen river basin. They were examined using mineralogical and geochemical methods. The chemical constituents most commonly found in the stream waters are Na+, Mg2+, SO2−4, Cl− and HCO3− in the Guz stream water, Ca2+ in the Abaza stream water, and K+ in the Kuplu stream water. The concentrations of Na+, K+, Ca2+, Mg2+, SO2−4, HCO−3, Cl−, As, Pb, Ni, Mn, Cr, Zn, Fe and U in the Kuplu and Guz stream waters were much higher than the world average values. The Dilaver, Gubi, Tepekoy, Maden, Celik and Abaza streams interact with sedimentary rocks, and the Kuplu and Guz streams interact with volcanic rocks. The amount of suspended sediment in the River Buyukmelen in December 2002 was 120 mg l−1. The suspended and bed sediments in the muddy stream waters are formed of quartz, calcite, plagioclase, clay (kaolinite, illite and smectite), muscovite and amphibole minerals. As, Co, Cd, Cr, Pb, Ni, Zn and U have all accumulated in the Buyukmelen river‐bed sediments. The muddy feature of the waters is related to the petrographic features of the rocks in the basin and their mineralogical compositions, as most of the sandstones and volcanic rocks (basalt, tuffite and agglomerate) are decomposed to a clay‐rich composition at the surface. Thus, the suspended sediment in stream waters increases by physical weathering of the rocks and water–rock interaction. Owing to the growing population and industrialization, water demand is increasing. The plan is to bring water from the River Buyukmelen to Istanbul's drinking‐water reservoirs. According to the Water Pollution Regulations, the River Buyukmelen belongs to quality class 1 based on Hg, Cd, Pb, As, Cu, Cr, Zn, Mn, Se, Ba, Na+, Cl−, and SO2−4; and to quality class 3 based on Fe concentration. The concentration of Fe in the River Buyukmelen exceeds the limit values permitted by the World Health Organization and the Turkish Standard. Because water from the River Buyukmelen will be used as drinking water, it will have an adverse effect on water quality and humans if not treated in advance. In addition, the inclusion of Mn and Zn in the Elmali drinking‐water reservoir of Istanbul and Fe in the River Buyukmelen water indicates natural inorganic contamination. Mn, Zn and Fe contents in the waters are related to geological origin. Moreover, the River Buyukmelen flow is very muddy in the rainy seasons and it is inevitable that this will pose problems during the purification process. Copyright © 2005 John Wiley & Sons, Ltd. 相似文献
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鄱阳湖水质现状及变化趋势 总被引：5，自引：0，他引：5
根据鄱阳湖1990年监测资料,对水质污染现状进行分析,同时利用1981—1990年资料,分析了水质变化趋势。分析表明:湖体、河口水质均属较清洁水或尚清洁水。但是,随着入湖污染负荷量的增加,湖区水体污染呈上升趋势,宜引起有关部门高度重视。 相似文献
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James C. I. Dooge 《Acta Geophysica》2007,55(3):344-358
A review is presented of the basic scientific analysis of the behaviour of water at all scales from the molecular (10−8 m) to the catchment scale (105 m). The approach needed to make progress at the various scales is shown to be different and sometimes contradictory. 相似文献
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计算云南下关井水位和水温资料的相关性,结果表明,水位和水温的趋势性变化总体具有好的相关性和同步性.但在某些时间段内两者的相关性会发生显著变化,且与下关及附近地区中强以上地震对应较好,可能是一种地震前兆异常.研究水位、水温相关性变化比单一分析水位或水温动态能够获得更多信息. 相似文献
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青海湖水量平衡及水位变化预测 总被引：17，自引：5，他引：12
青海湖是我国最大的内陆湖泊,流域面积29661km~(2),水面高程超过3000m,受人为活动影响相对较少,基本上还处于半自然状态。水量平衡计算结果表明,有观测资料的近30年来,青海湖处于负平蘅状态,水位下降了2.96m,平均每年下降10.2cm。如果未来湖区的气候大体保持过去的情况,水位将再下降5.8m,经过57年才能平衡。如果考虑“温室效应”所引起的西北地区未来气候变化,水位亦将下降,每年平均下降10.1cm。 相似文献