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1.
江苏省五大湖泊水体重金属的监测与比较分析 总被引：4，自引：2，他引：2
2001—2011年(不含2004年)10年间对江苏省五大湖泊(太湖、滆湖、洪泽湖、高宝邵伯湖和骆马湖)的水体重金属浓度进行长期定点监测,按系统分组资料进行方差分析,以比较各重金属浓度在湖泊间的差异显著性,并在此基础上应用多指标综合评价法(TOPSIS法)对5个湖泊水体重金属进行综合比较.结果表明:除铜浓度外,5个湖泊间铅、镉、汞和砷4个指标浓度均存在极显著差异;5种重金属浓度湖泊内站位间均差异不显著;铅、镉和汞浓度站位内年份间差异显著或极显著.TOPSIS分析结果表明,总体而言高宝邵伯湖水体重金属污染程度最小,骆马湖水体重金属污染程度最大,洪泽湖、太湖和滆湖水体重金属污染综合评价优劣相当. 相似文献
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深入认识大型湖泊在不同风速、风向和水位下三维风生流结构特征对于湖泊污染控制、生态恢复及资源的开发利用具有重要意义.本文在构建笛卡尔坐标系下洪泽湖三维水动力模型的基础上,利用2次全湖30个点位流场监测数据验证了模型精度.基于1975-2020年长系列风场观测数据,确定了洪泽湖典型风速风向.在此基础上,模拟了16种不同风向,13种不同风速和20种不同水位工况条件下洪泽湖三维风生流结构.结果表明：水动力模型可以较好地刻画洪泽湖三维湖流变化特征.洪泽湖风生流结构随风向变化呈现出较大空间差异.风生流流速随着风速的升高呈加速上升趋势,其中表层水体流速上升幅度远高于其他水层.在2.4 m/s东风驱动下,溧河洼、成子湖和南部湖区垂向平均流速随着水位上升呈先升高后降低的趋势,3个湖区分别在12.7、12.4和12.2 m水位下流速达到最大值. 相似文献
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青海湖水中某些化学元素的停留时间 总被引：1，自引：0，他引：1
湖泊水中化学元素的停留时间(τ_l)是研究每种元素在湖泊水中的行为、迁移、相对活泼性和水下沉积矿物的一极好物理化学参数。对青海湖水及河水中13种化学元素的测定及对湖水中这些元素的停留时间研究结果表明:1.停留时间顺序:Cl>Na>K>B>Ni>Mg>Mn>Cr>Cu>Li>Al>Pb>Fe,且均小于它们在海洋水中的停留时间;2.湖水和海水中元素停留时间的对数值呈良好正相关;3.影响湖水中元素停留时间的主要因素为浓缩比(C_(浓缩比))和元素的水化能(L),并且,湖水中元素停留时间的对数值与浓缩比呈良好的正相关,与水化能呈良好的负相关。 相似文献
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适宜的生态水位能够反映湖区生态系统的多种需求,是湖泊长期稳定健康运转的基本保障. 目前湖泊适宜生态水位的推求大多侧重恢复天然水位情势. 然而过水型湖泊承担着防洪、供水、航运等多种功能,频繁的人类活动导致湖泊水位情势异常复杂. 同时随着社会经济的快速发展,水质恶化对过水型湖泊生态系统造成了较大的负面影响,仅恢复天然水位情势难以反映过水型湖泊的生态需求. 因此,在IHA-RVA法的基础上,本文针对过水型湖泊吞吐性强的特点,利用水质-水位二元响应关系系统地提出了一套逐月修正过水型湖泊适宜生态水位阈值,并确定适宜水位变动率的方法. 以洪泽湖为应用实例,结果表明：1)根据湖泊水文情势和入湖污染物变化情况,湖泊调度周期可以划分为平水期(1—4月)、泄水期(5—6月)、蓄水前期(7—9月)和蓄水后期(10—12月);2)各时期内,洪泽湖水位和水质呈现较强的相关性,其中平水期、泄水期和蓄水后期水质均随着水位上升而下降,平均Pearson系数达-0.77,仅在蓄水前期水质随水位上升而改善;3)现阶段洪泽湖的自净能力和污染物滞留比例竞争关系激烈,逐月适宜生态水位阈值为：12.92~12.99、12.79~12.99、12.84~12.99、12.86~12.99、12.71~12.89、12.39~12.63、11.97~12.93、12.50~13.07、12.65~13.26、12.90~13.04、12.90~13.04、12.90~13.04 m,除蓄水前期外,基于水位水质关系修正的适宜生态水位范围较IHA-RVA法计算的天然水位范围缩小了73.4 %. 总体而言,基于本文方法设计的湖泊适宜生态水位不仅可以满足生态系统对于水体大小的需求,一定程度上也可以体现湖泊生态系统对于水质的要求,为洪泽湖等过水型湖泊的生态调度、水资源管理提供科学依据. 相似文献
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洪泽湖、骆马湖、南四湖径流丰枯遭遇分析 总被引：3，自引：0，他引：3
依据洪泽湖,骆马湖,南四湖径流量资料,对湖泊历年不同时期径流进行丰枯评述。统计分析了洪泽湖,骆马湖,南四湖年径流,汛期径流,、枯情况,提出了洪泽湖,骆马湖及洪泽期,南四湖各种时期情况下水量丰或枯的遭遇频次。 相似文献
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巴丹吉林沙漠湖泊水分补给机制的模拟——以苏木吉林湖区为例 总被引：1，自引：0，他引：1
巴丹吉林沙漠气候干旱,蒸发强烈,与之形成鲜明对比的是沙漠腹地湖泊群的长久不衰,目前对于湖泊水分的补给来源仍存在争议.本文以水量均衡为基础,在苏木吉林湖区开展了降水、蒸发及湖水位和地下水位的动态监测,结合已有的水文地质资料建立地下水流动三维模型,重现湖区地下水位的季节动态变化,并基于模型进行水均衡分析.结果表明:苏木吉林湖区降水入渗补给量不足以平衡湖泊蒸发量,湖泊需要深层承压水的越流补给;湖水位和地下水位均呈现正弦曲线形态,11月最低,4月达到峰值,水位变幅分别为22和18 cm;湖区地下水多年平均总补给量为11620 m3/d,其中降水和承压水越流分别约占13%和87%,降水补给量夏季高、冬季低,承压水越流补给量季节变化不明显;承压水越流补给量可能主要来源于沙漠周边山区降水,未发现明显的水量亏空需要断裂导水来弥补.研究结果为巴丹吉林沙漠地下水资源分析及合理利用提供科学依据. 相似文献
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为研究乌伦古湖矿化度和氟化物浓度与各水量因子间的定量关系,本研究以水量平衡和物质平衡为基础,把影响湖水水质的原因分为降雨、蒸发、河流补给、地下水补给以及地下水流出5个水量因子,定量分析湖水矿化度和氟化物浓度与各水量因子之间的关系,并且预测了湖水矿化度和氟化物浓度的动态变化.结果表明,地下水输出流量决定了湖水中矿化度和氟化物浓度,地下水输出流量越大,湖水中的矿化度和氟化物浓度越小.2010年至今乌伦古湖水位的升高导致了地下水输出流量增大,乌伦古湖内的矿化度和氟化物浓度均呈缓慢下降趋势,模型预测新的稳态下湖水中矿化度为1.68 g/L,氟化物浓度为1.70 mg/L,在地下水输出流量不变的情况下达到新的稳态所需时间大约为50 a. 相似文献
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Simpkins WW 《Ground water》2006,44(1):35-46
Ground water flow was investigated at Clear Lake, a 1468-ha glacial lake in north-central Iowa, as part of a comprehensive water quality study. A multiscale approach, consisting of seepage meters (and a potentiomanometer), Darcy's law, and an analytic element (AE) model, was used to estimate ground water inflow to and outflow from the lake. Estimates from the three methods disagreed. Seepage meters recorded a median-specific discharge of 0.25 mum/s, which produced a lake inflow rate between 90,750 and 138,200 m3/d, but no detectable outflow. A wave-induced Bernoulli effect probably compromised both inflow and outflow measurements. Darcy's law was applied to 11 zones around the lake, producing inflow and outflow values of 10,500 and 5000 m3/d, respectively. The AE model, GFLOW, coupled with the parameter estimation model, UCODE, simulated ground water flow in a 700-km2 region using 31 hydraulic head and base flow measurements as calibration targets. The model produced ground water inflow and outflow rates of 14,300 and 9200 m3/d, respectively. Although not a substitute for field data, the model's ability to simulate ground water flow to the lake and the region, estimate uncertainty for model parameters, and calculate a lake stage and associated lake water balance makes it a powerful tool for water quality management and an attractive alternative to the traditional methods of ground water/lake investigation. 相似文献
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We assess the performance of an eddy-recognizing numerical ocean model in simulating the pattern and variability of the hydrography
in the Skagerrak/northern North Sea area. The model we use is a version of the widely used Princeton ocean model employing
a terrain-following vertical coordinate. Results from a series of five multi-year simulations of the mesoscale response are
described. The simulations differ in their representation of the lateral freshwater supply to the model ocean of which the
first is a reference simulation. The next four are variations in which the river discharges and/or the Baltic outflow are
given more realistic representations. For validation, we have used in situ hydrographic data. A novelty is that we use the
concepts of freshwater height and potential energy anomaly as objective validation tools. We find that, in general, the model
faithfully reproduces many of the observed hydrographic features including their mean patterns and their variance. Not surprisingly,
we find that the Baltic outflow is by far the most significant freshwater source in terms of its influence on the hydrography
in the area, a result corroborating earlier findings. The best validation is obtained when all freshwater supply is made as
realistic as possible, in particular the Baltic outflow. We also find that the large scale cyclonic circulation and the location
of fronts are robust characteristics of the Skagerrak/northern North Sea circulation given the impact changes in the freshwater
input has on the hydrography. Finally, we find that a further exploration of the impact of the lateral open boundary forcing,
e.g., the input of Atlantic water, is needed. 相似文献
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Two models which attempt to correlate the tritium concentration of water taken from aquifers to aquifer parameters are discussed. The first takes into account flow along individual streamlines and relates aquifer parameters to the observed tritium concentration at outflow. For the Gambier Plain unconfined aquifer in southern Australia, the calculated tritium concentration at outflow derived from known aquifer parameters and an environmental tritium input function for the area, is 0.7 T.U. The mean tritium concentration of several springs at outflow is also 0.7 T.U.Using the complete mixing model and the approximation that samples withdrawn from an aquifer on Eyre Peninsula, South Australia, are fully mixed, mean annual recharge for the area is estimated at 3 cm/year. 相似文献
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Water-budget components and the vertical conductance were determined for Lowry (Sand Hill) Lake in north-central Florida, USA. In this type of lake, which interacts with both the surface-water and groundwater systems, the inflow components are precipitation, surface-water inflow, groundwater inflow, and direct runoff (i.e. overland flow), and the outflow components are evaporation, groundwater outflow, and surface-water outflow. In a lake and groundwater system that is typical of many karst lakes in Florida, a large part of the groundwater outflow occurs by means of vertical leakage through an underlying confining unit to a deeper, highly transmissive aquifer called the upper Floridan aquifer. The water-budget component that represents vertical leakage to the upper Floridan aquifer was calculated as a residual using the water-budget equation. For the 13 month period from August 1994 to August 1995, relative to the surface area of the lake, rainfall at Lowry Lake was 1.55 m yr−1, surficial aquifer inflow was 0.79 m yr−1, surface-water inflow was 1.92 m yr−1, and direct runoff was 0.01 m yr−1. Lake evaporation was 1.11 m yr−1, and surface-water outflow was 1.61 m yr−1. The lake stage increased 0.07 m yr−1, and the vertical leakage to the upper Floridan aquifer was 1.48 m yr−1. Surficial aquifer outflow from the lake was negligible. At Lowry Lake, vertical leakage is a major component of the water budget, comprising about 35% of the outflow during the study period. The vertical conductance (KV/b), a coefficient that represents the average of the vertical conductances of the hydrogeologic units between the bottom of a lake and the top of the upper Floridan aquifer, was determined to be 2.51 × 10−4 day−1 for Lowry Lake. 相似文献
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This paper examines the subtidal circulation and associated variability in the Gulf of St. Lawrence, the Scotian Shelf, and the Gulf of Maine (GSL-SS-GOM) in 1988–2004 based on results produced by a nested-grid shelf circulation model. The model has a fine-resolution child model (～ (1/12)°) embedded inside a coarse-resolution parent model (～ (1/4)°) of the northwest Atlantic. The combination of the semi-prognostic method and the spectral nudging method is used to reduce the model seasonal bias and drift. The child model reproduces the general features of the observed circulation and hydrography over the study region during the study period. The child model results demonstrate that the time-mean circulation in the GSL is affected by the time-mean atmospheric forcing and inflow through the Strait of Belle Isle. The temporal variability in atmospheric forcing affects the outflow through western Cabot Strait, which in turn affects the transport of the Nova Scotian Current and the gulf-wide cyclonic circulation in the GOM. The simulated seasonal variability of salinity in the top 30 m of the GSL-SS-GOM is mainly affected by the equatorward advection of low-salinity waters from the lower St. Lawrence Estuary to the GOM through the Scotian Shelf. The simulated intraseasonal variability of circulation in the GSL is affected by the variability in the estuarine circulation in response to the temporal variability in atmospheric forcing. On the Scotian Shelf, the intraseasonal variability is mainly driven by the variability of wind forcing and mesoscale and nonlinear dynamics over the shelf break and slope region. The interannual variability in the simulated temperature and salinity are spatially coherent in the intermediate waters in the GSL, which is caused partially by the local response to atmospheric variability and partially by variabilities over the southern Newfoundland Shelf that enter the GSL through the eastern Cabot Strait. By comparison, on the Scotian Shelf, the interannual variability of simulated circulation is affected by anomalies produced by the nonlinear dynamics which are advected equatorwards by the shelf break jet. 相似文献
17.
The paper discusses active and passive methods of reducing the expected oil outflow from collision and grounding accidents. Active measures refer to actions or decisions taken at the time of an accident, while passive measures refer to features built into the design of the ship. Except in cases of large tides, passive measures appear most efficient in reducing the oil spill rates from collision and grounding accidents. The measures discussed in this study include:
• • main hull design and tank arrangement;
• • structural resistance of hull; and
• • other features, like vacuum systems, piping systems for automatic redistribution of oil in case of pressure drop in tanks.
Only the influence of the main hull design and tank arrangement on the oil outflow has been analysed in detail. A probabilistic outflow model, which simulates damage cases in accordance with observed data from collision and grounding accidents, has been used for a parameter study of the oil spills from a double hull tanker of 280 000 DWT. This has established the optimum position of longitudinal bulkheads to minimize the outflow rates, the variation of the outflow volumes with tank length (number of oil tanks) and the effect of altering main particulars or hull slenderness on outflow rates. Further simplified models are used to assess how these variations in main hull design and tank arrangement will affect the steel weights and associated costs of the analysed designs. The results reveal that a considerable reduction of the pollution risk may be achieved by careful modification of main particulars and tank sizes compared to current design practice. 相似文献
18.
A three-dimensional primitive-equation model is used to simulate the Long Island Sound (LIS) outflow for a 1-year (2001) period. The model domain includes LIS and New York Bight (NYB). Tidal and wind forcing are included, and seasonal salinity and temperature variations are assimilated. The model results are validated with the HF radar, moored acoustic Doppler current profiler (ADCP), and ferry-based ADCP observations. The agreement between simulated and observed flow patterns generally is very good. The difference in seasonal mean currents between the model and moored ADCP is about 0.01 m/s; the correlation of dominant velocity fluctuations between the model and HF radar is 0.83; and the difference in mean LIS transport between the model and shipboard ADCP is about 5%. However, the model predicts a prominent tidally generated headland eddy not supported by the HF radar observation. The model sensitivity study indicates that the tides, winds, and ambient coastal front all have important impact on the buoyant outflow. The tides and winds cause stronger vertical mixing, which reduces the surface plume strength. The ambient coastal front, on the other hand, tends to enhance the plume. 相似文献
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本文通过对国内外２９个地下水流量震例资料的整理和总结，分析了震前流量动态的时、空分布和形态特征，客观评价了流量动态的映震效能及对应力应变的反映能力。文中还对流量动态映震敏感的原因进行了分析讨论。并分别从岩土力学和地下水动力学的角度探讨了流量异常形成的机制。 相似文献
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This paper focuses upon south-eastern Lithuanian Quaternary aquifer system groundwater resources formation modelling. Groundwater model calibration has been performed for a pre-development and transient flow conditions. The results demonstrate that there is an intense interaction between groundwater and surface water bodies which form groundwater resources and runoff. For Quaternary cover the majority of unconfined groundwater outflows to surface water streams, the remaining part discharges through the confined interglacial/interstadial aquifers and lateral outflows across the boundaries. Groundwater prognostic exploitable resources can be obtained without a significant negative impact on the geoenvironment. The main sources of exploitable resources formation are increase in groundwater recharge and lateral inflow (40.7%), decreased outflow via streams and lateral boundaries (41.2%) and drawing up additional flow from the hydraulically connected streams (14.5%). 相似文献