共查询到20条相似文献，搜索用时 15 毫秒
1.
蓝藻水华暴发形成的大量有机碎屑,沉降到沉积物表面,影响沉积物有机质矿化,进而影响碳氮磷循环.本实验选择于桥水库湖心区作为沉积物采样点,通过设置不同密度藻屑添加组（×1倍组和×20倍组）及空白对照组,研究藻屑堆积对沉积物矿化特征的影响及其环境效应,为蓝藻水华影响下的饮用水环境修复和科学管理提供一定的理论依据.结果表明：（1）藻屑添加降低了上覆水pH值,改变了沉积物生物酶活性.藻屑添加密度越大,上覆水pH值越低、波动越大,反映了培养过程异养微生物活性的变化.×1倍组的转化酶活性较高;×20倍组蛋白酶活性和碱性磷酸酶活性较高.（2）藻屑添加对沉积物的矿化途径和沉积物产物的释放速率产生了显著影响.藻屑添加密度越大,有机质矿化速率越大.其中,×1倍组主要增强好氧矿化,释放CO2;×20倍组主要增强厌氧产甲烷矿化,释放CH4.（3）不同密度的藻屑添加组,其氮磷扩散、释放通量存在明显差别.×1倍组以沉积物吸附为主,其上覆水NH4+和PO43-平均释放速率与对照组差异较小;×20倍组的NH4+在第0~10天以沉积物吸附为主,之后和PO43-均以向上覆水中释放为主,其NH4+和PO43-平均释放速率（分别为0.223）和0.075 mg/（L·d））明显大于其他实验组.因此,大量蓝藻堆积明显促进沉积物的碳氮磷矿化,释放大量CO2、CH4和氮磷营养盐至上覆水中,对湖泊水环境造成污染,为蓝藻的生长繁殖作贡献. 相似文献
2.
Lewis and Clark Lake is located on the main stream of the Missouri River. The reservoir is formed behind Gavins Point dam near Yankton, South Dakota, U.S.A. The Lewis and Clark Lake reach extends about 40 km from the Gavins Point dam. The reservoir delta has been growing since the closure of Gavins Point dam in 1955 and has resulted in a 21% reduction of storage within the maximum pool of the reservoir. Among several sediment management methods, drawdown flushing has been recommended as a possible management technique. The engineering viability of removing sediments deposited in the lake should be examined by numerical modeling before implementing a drawdown flushing. GSTARS4 was used for this study and calibrated by using measured data from 1975 to 1995. Channel cross-section changes and amount of flushed sediment were predicted with four hypothetical flow scenarios. The flushing efficiencies of all scenarios were estimated by comparing the ratios between water consumption and flushed sediment during flushing. 相似文献
3.
4.
Flushing sediment through a reservoir has been practiced successfully and found to be inexpensive in many cases. However, the great amount of water consumed in the flushing operation might affect the water supply. To satisfy the water demand and water consumed in the flushing operation, two models combining the reservoir simulation model and the sediment flushing model are established. In the reservoir simulation model, the genetic algorithm (GA) is used to optimize and determine the flushing operation rule curves. The sediment‐flushing model is developed to estimate the amount of the flushed sediment volume, and the simulated results update the elevation‐storage curve, which can be taken into account in the reservoir simulation model. The models are successfully applied to the Tapu reservoir, which has faced serious sedimentation problems. Based on 36 years historical sequential data, the results show that (i) the simulated flushing operation rule curves model has superior performance, in terms of lower shortage index (SI) and higher flushing efficiency (FE), than that by the original reservoir operation; (ii) the rational and riskless flushing schedule for the Tapu reservoir is suggested to be set within an interval of every 2 or 4 years in the months of May or June. Copyright © 2003 John Wiley & Sons, Ltd. 相似文献
5.
An analysis of the intra-annual variability of hydrographic residence times, tau, is presented for the Pontevedra Ria--a large coastal system in NW Spain with a deep, unobstructed connection with the Atlantic Ocean. Ria-offshore water exchange and tau were quantified with an iterative approach to the fraction of freshwater method using 23 quasi-steady state water-salt budgets. Excluding prolonged flushing due to downwelling events at the end of the upwelling season, mean was 6 +/- 2 day in the central ria and 2 +/- 1 day in the internal ria. The tidal contribution, equal to 10-25% of total water renewal, was quantified for the first time for a Galician ria with the hydrodynamic model estuarine contaminant simulator (ECoS). The relationship between tau and residual freshwater input, Qz, was atypical, since Qz played a minor role in water exchange in comparison to periodic upwelling of East North Atlantic Central Water (ENACW) from the continental shelf mainly during spring and summer. During positive upwelling stress, the intrusion of ENACW into the ria produced enhanced flushing and tau < 4 day in the central ria and < 2 days in the internal ria. Under downwelling favourable conditions, water was retained and tau prolonged to >8 and >5 days, respectively. A quantitative parameterisation of tau with upwelling and Qz was weakly significant, due to the short-term variability in ria salinity. This paper elucidates problems associated with the use of water budgets to transient coastal systems such as the Pontevedra Ria. 相似文献
6.
１ＩＮＴＲＯＤＵＣＴＩＯＮＴｈｅＦｅｎｈｅＲｅｓｅｒｖｏｉｒｗａｓｉｍｐｏｕｎｄｅｄｉｎ１９６１ｗｉｔｈｔｏｔａｌｓｔｏｒａｇｅｃａｐａｃｉｔｙｏｆ７２０ｍｉｌｉｏｎｍ３．ＩｔｉｓｔｈｅｌａｒｇｅｓｔｒｅｓｅｒｖｏｉｒｉｎＳｈａｎｘｉＰｒｏｖｉｎｃｅ... 相似文献
7.
Optimization of the Sefid-Roud Dam desiltation process using a sophisticated one-dimensional numerical model 总被引：1，自引：0，他引：1
Ali KHOSRONEJAD 《国际泥沙研究》2009,24(2):189-200
Although water and soil conservation activities reduce reservoir sedimentation, it is inevitable that reservoirs fed by rivers transporting high amounts of sediment will experience sedimentation. The Ghezel-Ozan and Shah-Roud rivers, which flow to the Sefld-Roud reservoir dam, are both highly sediment-laden and transport significant amounts of sediment in both bed load and suspended load forms to the reservoir. Hence, it seems that the only practical way to remove the sediment from the reservoir is to flush it out using the Chasse method. In the present paper, field measurements of Chasse operation characteristics taken in previous years are presented, and a numerical model that simulates this process is introduced. After calibrating the model using field measured data, the calculated results （for reservoir pressure flushing and released sediment volume） of the numerical model were compared with other measured data for the same Chasse operation and the results agree well. Finally, using the numerical simulation results, the best approaches to ensure highly effective flushing while conserving reservoir water are presented （at least for the Sefid-Roud dam）. The operation of the bottom outlet gates, the shape of the output hydrograph, and the reservoir water level variation during flushing were optimized. In addition, the numerical model and related parameters, which need to be calibrated, are discussed. 相似文献
8.
Sediment deposition in reservoirs is an important research topic in engineering practice. Reservoir sedimentation has the potential to affect ood levels, drainage for agricultural land, pump station and hydropower operation as well as navigation. This paper describes the development of a coupled fully three-dimensional (3D) numerical model for the prediction of the local sediment ushing scour upstream of the bottom outlet. The presented numerical model solves the Navier-Stokes equations in conjunction with the k- turbulence model which includes both sediment transport and hydrodynamic parameters. The proposed coupled fully 3D numerical model is used to simulate experimental tests based on non-cohesive sediment. The geometric features of the scour hole (temporal and spatial hole devel- opment) upstream of the bottom outlet were reasonably well predicted compared to the experimental data. Furthermore, the velocity eld upstream of the bottom outlet was in good agreement with mea- surements. The proposed numerical model for bottom outlet ushing was, therefore, validated because of its ability to accurately predict the scour hole development during the ushing process. The proposed numerical model can be considered reliable provided that the model is correctly calibrated and set up to re ect the conditions of a particular case study. 相似文献
9.
The transport of non-indigenous species (NIS) with ship ballast water is a major environmental problem. The International Maritime Organisation (IMO) have recommended that ballast tanks are flushed through with sea water to remove NIS contaminants. The flushing efficiency is studied using mathematical models and a scaled experimental model of a ballast tank. The density contrast between the ballast water and water used for flushing is important when the Froude number Fr(w)=U(w)/sqr rt|g(')|H < 1 (defined in terms of average horizontal flow U(w), reduced buoyancy g', and H the vertical dimension in the tank). When denser water is used to flush a ballast tank, from below, it efficiently displaces lighter ballast water; but flushing through with light water creates a buoyant gravity current which effectively short circuits part of the tank. When Fr(w)>1, the density contrast between the ballast water and water used for flushing is not important and flushing is controlled by a bulk Péclet number, Pe(w). For Pe(w)<1 perfect mixing occurs, while for Pe(w)>1 displacement flushing occurs. Laboratory experiments of flushing were performed using a model two-dimensional ballast tank employing dye attenuation to measure the whole concentration field and these experiments confirm the essential features of the mathematical models. The results of this study are discussed in the context of current IMO flushing protocols. 相似文献
10.
Giuseppe Crosa Elena Castelli Gaetano Gentili Paolo Espa 《Aquatic Sciences - Research Across Boundaries》2010,72(1):85-95
The downstream ecological consequences of two controlled “free flow” flushing operations designed to remove sediments accumulated
in an alpine reservoir are described. The main objectives of the study were (a) to verify to what extent the suspended solid
concentration (SSC) in the receiving water course can be controlled by flushing operations, (b) to determine the biological
consequences of flushing operations, and (c) to produce technical guidelines for the future planning and monitoring of these
activities. We found that the flushing of large volumes of accumulated sediment had clear effects on the stream ecosystem
due to the unpredictability of short duration SSC peaks (70–80 g L−1) and the high average SSC (4–5 g L−1) within flushing periods. The main impacts were decreased fish densities (up to 73%) and biomass (up to 66%). A greater mortality
recorded for juveniles will likely result in long-term impairment of the age-structures of future fish populations. The zoobenthic
assemblages, despite exhibiting a drastic reduction in abundance following the first floods, showed substantial recovery within
3 months of the beginning of flushing operations. Regular sediment removal by yearly flushing is recommended in order to avoid
SSC peaks and to facilitate the control of scouring effects caused by the water used to wash out sediments. We also recommend
maximum allowable SSCs of 10 g L−1 (daily average) and 5 g L−1 (overall average) for flushing operations carried out in similar environmental contexts. 相似文献
11.
水库水体污染控制及富营养化防治是保障城市原水供应安全的重要环节.本研究针对金泽水源水库太浦河来水氮、磷浓度较高的特点,自行设计建设了5个面积均为240 m~2的生态净化模拟试验池(A、B、C、D和对照)开展模拟试验,研究了不同水库形态、水生植物种植面积比例及种植方式对水体氮、磷污染物去除的影响.结果表明,通过模拟试验池的生态净化,原水中铵态氮(NH_4~+-N)、总磷(TP)和总氮(TN)的平均去除率分别为50.36%、53.73%和22.25%,C池TN和NH_4~+-N去除率最高分别达到了24.97%和54.61%,D池TP去除率最高,达到62.16%,水体溶解氧(DO)平均浓度提高了1.11 mg/L,平均透明度提高了27.6 cm,均显著高于对照池.水库形态结构、水生植物面积比例及种植方式对水体氮、磷污染物净化效果影响明显,增大水库浅水区面积能有效提高对水体氮、磷污染物的去除能力,增加水生植物种植面积能有效提高水体氮污染物去除和DO、透明度的提升能力,采用浮床种植方式能有效提高水体磷污染物去除和透明度提升能力.本研究结果能为金泽水源水库及其他类似水库的设计和建设提供科学依据. 相似文献
12.
水面面积、水位、蓄水量是水库水资源管理的重要基础数据,遥感是湖库水体提取、水位和蓄水量估算的重要技术手段。由于不同水体提取方法的适用性差异、测高卫星数据的有限时间覆盖度和开源数据集的时空分辨率不足等原因,湖库水面面积、水位、蓄水量的长时序、高频率时空变化监测仍存在一定挑战。本研究以新安江水库为研究区,结合多源遥感、气象、水文和土地利用等数据,基于Google Earth Engine云平台,运用水体指数法,分析1987—2022年新安江水库水面面积时空变化特征,构建水位—水面面积、水位—蓄水量和水面面积—蓄水量响应关系,探究水面面积时空变化成因。结果表明:(1)Landsat 5、Landsat 8和哨兵2号数据的最佳水体提取指数分别为AWEIsh和GNDWI,F1-score分别为91.93%、91.03%和93.14%。相比于开放数据集GSWED(32.61%)、JRC GSW(76.17%)和ReaLSAT(69.76%),基于最优水体指数的水体提取结果具有最高的F1-score(91.26%);(2)时间上,1987—2022年新安江水库水面面积呈显著上升... 相似文献
13.
HUANG Jincbi China Institute of Water Resources Hydroelectric Power Research Fuxinglu A- Beijing China. E-Mail: HJC@IWHR.COM 《国际泥沙研究》2001,16(2)
1 INTRODUCTIONBed aggradation and degradation haPpen to be the most imPOrtant aspects of the alluvial processes instreams if the equilibrium conditions among water discharge, sediment flow, and channel shaPe areclistuIbed by natural or man-made factOfs, e.g., the constrUchon of a dam, change in the sediment suPplyrate, or base level changing. Reliable and quanhtative estimation of the bed aggradation or degradation isimPortant in rivertalning engineering and water management projects. … 相似文献
14.
在浅水湖泊中,沉降在沉积物中的营养盐易受到水流的扰动再释放出来,而沉水植物可以在一定程度减少营养盐的释放.借助自主开发的生态水槽,在40 d的实验周期内检测动、静水条件下有、无苦草(Vallisneria natans L.)时沉积物、上覆水中磷含量变化,旨在为沉水植物对湖泊沉积物营养盐释放量的影响估算及水环境质量评价提供科学依据.结果表明:动水条件下,沉积物在没有苦草的保护下总磷含量下降21.8%,而有苦草的保护下总磷含量下降17.7%.苦草根系从周围沉积物中吸收磷,1~4 cm沉积物层的吸收量高于4~8 cm沉积物层.动水槽的上覆水中总溶解态磷浓度和总颗粒态磷浓度均大量增加,并且总颗粒态磷浓度相对于总溶解态磷浓度占较大比例.苦草减少了沉积物中磷的释放,并对上覆水中正磷酸盐有明显的吸收作用. 相似文献
15.
三峡水库不同间距高程消落带草本植物群落物种多样性与结构特征 总被引：4，自引：1，他引：3
植物群落结构特征与其生境具有重要关系.三峡水库消落带独特的水文状况和不同地区地理条件的差异导致其不同区域不同水位高程的植被群落结构差异.为研究三峡水库消落带典型区域植被群落结构特征,调查分析了位于三峡水库腹地的消落带上、中、下部3个不同间距高程(145~155、155~170、170~175 m)的草本植物群落物种组成、生物多样性和结构特征.结果表明:共发现49种草本植物,上、中、下部分3个高程物种数分别为4、18、45种,随高程的增加物种数呈较为显著的增加;3个高程草本植物平均盖度、平均密度和平均高度范围分别为(2.58%±1.29%)74.83%±2.57%、(43.58±85.93)466.08±48.04株/m2和(4.89±0.56)77.02±9.31cm.综合分析表明,三峡水库腹地小范围流域消落带草本植物物种组成和结构趋于简单化,由于受水淹胁迫影响及不同高程微生境的差异,不同高程消落带植物多样性有所差异,呈现出的群落特征也有所不同,因此应充分考虑不同水位高程物种组成和结构的差异性特征,分类(区)配置物种搭配、优化种间关系可促进消落带草本植物多样性以及群落结构的改善. 相似文献
16.
官厅水库水体营养状况分析 总被引：23，自引：4，他引：19
2001-2002年的调研结果显示,官厅水库为富营养型湖泊.初级生产力为浮游藻类与大型水生高等植物混合型.浮游藻类细胞密度为1126.54×104cells/L,其中蓝藻占53.4%,绿藻占32.1%.优势种为水华微囊藻(Microcystisflos-aquae)和铜绿微囊藻(M.aeruginosa).7-10月库区水体出现大面积的微囊藻水华.TN、TP分别为1.182mg/L和0.045mg/L,水体已达富营养.官厅水库TN和TP的质量浓度比大于7,Chla与TP存在显著的正相关.磷是水体中初级生产力增长的限制性营养盐.官厅水库的污染物主要来自点源,其次是面源和内源.应以点源为主进行综合防治,恢复其饮用水源地功能,以缓解北京市淡水资源的紧缺状态. 相似文献
17.
Many reservoirs around the world are being operated based on rule curves developed without considering the evacuation of deposited sediment. Current reservoir simulation and optimization models fall short of incorporating the concept of sustainability because the reservoir storage losses due to sedimentation are not considered. This study develops a new model called Reservoir Optimization‐Simulation with Sediment Evacuation (ROSSE) model. The model utilizes genetic algorithm based optimization capabilities and embeds the sediment evacuation module into the simulation module. The sediment evacuation module is implemented using the Tsinghua university flushing equation. The ROSSE model is applied to optimize the rule curves of Tarbela Reservoir, the largest reservoir in Pakistan with chronic sedimentation problems. In the present study, rule curves are optimized for maximization of net economic benefits from water released. The water released can be used for irrigation, power production, sediment evacuation, and for flood control purposes. Relative weights are used to combine the benefits from these conflicting water uses. Nine sets of rule curves are compared, namely existing rule curves and proposed rule curves for eight scenarios developed for various policy options. These optimized rule curves show an increase of net individual economic benefits ranging from 9 to 248% over the existing rule curves. The shortage of irrigation supply during the simulation period is reduced by 38% and reservoir sustainability is enhanced by 28% through increased sediment evacuation. The study concludes that by modifying the operating policy and rule curves, it is possible to enhance the reservoir's sustainability and maximize the net economic benefits. The developed methodology and the model can be used for optimization of rule curves of other reservoirs with sedimentation problems. Copyright © 2008 John Wiley & Sons, Ltd. 相似文献
18.
基于生态-经济重要性的滨湖城市土地开发适宜性分区研究——以无锡市为例 总被引：2，自引：1，他引：1
契爷石水库是广东省东莞市的一座中型供水水库,为富营养化水体.为改善该水库水质,2002年10月开始从东江调水,以满足供水的水量和水质要求.在调水后的两年期间,对水文、水质和浮游植物种类和数量进行了调查.本文将调查结果与以往(2000年)调查数据进行了对比,分析了调水后该水库水质和浮游植物的特点和调水对水质的影响.调水直接导致TP浓度显著下降,丰水期的TN浓度有一定下降,但调水并没显著降低枯水期TN的浓度.调水后,丰水期水体的叶绿素a浓度有明显的增加,枯水期叶绿素a浓度大大低于调水前.与调水前相比,调水后浮游植物种类数有明显增加,特别是绿藻种类,蓝藻中的假鱼腥藻和针状蓝纤维藻仍为浮游植物优势种,但硅藻中的短小曲壳藻和针杆藻等成为新的优势种,裸藻的数量大为减少. 相似文献
19.
新疆克孜尔水库诱发地震的形成条件和诱发机制问题初探 总被引：1，自引：0，他引：1
克孜尔水库自 1991年 8月下闸蓄水后 ,穿过水库大坝的 F2 活断层 (克孜尔活断层 )出现了水平和垂直形变的特大异常变化。分析后认为是前期水库施工开挖土石方、填筑土石方及水库蓄水引起地面负荷变化的综合效应所致 ,同时地震活动规律也产生了与形变同步的异常变化。综合测震、水文、地质分析认为 :1水库蓄水可以诱发地震 ,震级主要在 MS3.0级以下 ;2蓄水诱发 F1活断层 (却勒塔格活断层 )上中等地震的可能性比较大 ,而诱发 F2 活断层上中等地震的可能性则很小 相似文献
20.
Observations are presented on dilution and dispersion rates of ballast water discharged under normal operational conditions at the semi-enclosed port of Goderich, Ontario. The ballast water was tagged with Rhodamine-WT dye and microscopic magnetically-attractive tracer particles. Maximum concentrations of dye immediately after discharge were diluted to 1-5% of initial ballast tank concentrations, and within 3 days had decreased to less than 0.1% of initial concentrations. Inside the harbor, there was 10-20% of the ballast water still present after 2 days, consistent with a flushing rate of 0.8-1.15 day−1. Magnetic particles were collected up to 7.5 km outside the harbor after one day, consistent with a dilution factor of order 105 outside the harbor. The results of this study are discussed in the context of ballast water discharge standards proposed by the International Maritime Organization to minimize the introduction of aquatic nonindigenous species through ships’ ballast water and sediments. 相似文献