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11.
盐度对长江口3种滤食性贝类滤水率、摄食率、同化率的影响 总被引:2,自引:2,他引:2
采用实验生态学方法研究了盐度对长江口缢蛏(Sinonovacula constricta)、河蚬(Corbicula fluminea)和光滑河蓝蛤(Potamocorbula laevis)滤水率、摄食率、同化率的影响。缢蛏组设6个盐度梯度(5,10,15,20,25,30),光滑河蓝蛤组设6个盐度梯度(5,10,15,20,25,30),河蚬组设6个盐度梯度(0,5,10,15,20,25),并测定了此3种滤食性贝类的生物学参数。结果显示,3种滤食性贝类的滤水率、摄食率和同化率随着盐度的上升而增加,当上升到一定盐度时达到峰值,然后随着盐度的升高而降低。盐度20时,缢蛏滤水率、摄食率和同化率达到峰值,分别为0.57L/h、5.38mg POM/h和0.72%。盐度10时,光滑河蓝蛤滤水率和同化率达到峰值,分别为0.46L/h和0.53%,摄食率在盐度15时达到峰值3.80mg POM/h。盐度5时河蚬滤水率和摄食率都达到峰值,分别为0.39 L/h和2.48 mg POM/h,同化率在盐度0时已达到峰值0.51%,并随盐度上升而下降。上述结果表明,盐度对3种滤食性贝类的3个摄食生理指标均有显著影响。 相似文献
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In river bank filtration, impurities present in the river water travel with the bank filtrate towards the pumping well. During this passage, certain types of impurities, such as turbidity, total coliform, and so forth, may get attenuated; however, it is interesting to note that some of the instant raw river water quality parameters, such as alkalinity and electrical conductivity, increase after the passage of water through the porous medium. This occurs because water, when passing through the soil pores, absorbs many of the solutes that cause an increase in alkalinity and electrical conductivity. Measurements at a river bank filtration site for a year showed that alkalinity of 116–32 mg l?1 in river water increased to 222.4–159.9 mg l?1 in the river bank filtered water. Likewise, the electrical conductivity increased from 280–131 μS cm?1 to 462–409.6 μS cm?1. This study uses a probabilistic approach for investigating the variation of alkalinity and electrical conductivity of source water that varies with the natural logarithm of the concentration of influent water. The probabilistic approach has the potential of being used in simulating the variation of alkalinity and electrical conductivity in river bank filtrate. Copyright © 2011 John Wiley & Sons, Ltd. 相似文献
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You Lilan Liu Dajie Huang Jia'na Liu Xue Zhou KechangInstitute of Crustat Dynamics SSB Beijing China Wuhan Technical University of Surveying Mapping Wuhan China National Center for Seismic Data Inforraanon SSB Beijing China 《中国地震研究》1994,(3)
This paper makes a probe into the application of the Kalman filtering method to the data processing of across-fault measurements.On the basis of statistical regression,the mathematic and stochastic models of filtration are established by combining the regression method with Kalman filtering.In the filtering computation,not only the randomness of fault movements but also the time-dependent variation of environmental effects have been taken into consideration.By use of the adaptive filtering method,an estimation of the dynamic noise variance matrix is obtained through iteration.Models for one measuring line(leveling line or baseline),two measuring lines(both leveling lines or both baselines)and four measuring lines(two leveling lines and two baselines)are derived and established systematically.By means of these models,the data of across-fault measurements can be processed dynamically in real-time to provide the filtered values of height difference between benchmarks or baseline length at different time in 相似文献
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Gudrun Massmann Jürgen Sültenfuß Uwe Dünnbier Andrea Knappe Thomas Taute Asaf Pekdeger 《水文研究》2008,22(6):788-801
Berlin relies on induced bank filtration from a broad‐scale, lake‐type surface water system. Because the surface water contains treated sewage, wastewater residues are present in surface water and groundwater. Multiple environmental tracers, including tritium and helium isotopes (3H, 3He, 4He), stable isotopes (δ18O and δ2H) and a number of persistent sewage indicators, such as chloride, boron and a selection of pharmaceutical residues (phenazone‐type analgesics and their metabolites, carbamazepine and anthropogenic gadolinium, Gdexcess), were used to estimate travel times from the surface water to individual production and observation wells at two sites. The study revealed a strong vertical age stratification throughout the upper aquifer, with travel times varying from a few months to several decades in greater depth. Whereas the shallow bank filtrate is characterized by the reflection of the time‐variant tracer input concentrations and young 3H/3He ages, the deeper, older bank filtrate displays no tracer seasonality, 3H/3He ages of a few years to decades and strongly deviating concentrations of several pharmaceutical residues, reflecting concentrations of the source surface water over time. The phenazone‐type pharmaceuticals persist in the aquatic environments for decades. Bank filtration in Berlin is only possible at the sandy lakeshores. In greater water depth, impermeable lacustrine sapropels inhibit infiltration. The young bank filtrate originates from the nearest shore, whereas the older bank filtrate infiltrates at more distant shores. This paper illustrates the importance of using multiple tracer methods, capable of resolving a broad range of residence times, to gain a comprehensive understanding of time‐scales and infiltration characteristics in a bank filtration system. Copyright © 2007 John Wiley & Sons, Ltd. 相似文献
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This paper presents the calibration of an experiment based on filtration tests, able to provide the cumulative constriction size distribution of granular materials. Here, simulations of these tests are performed using a discrete element method. Filters of same density but different thicknesses are created with a poly‐sized spherical material. Lateral periodic boundaries for the samples are used, and their size is calibrated so that a representative elementary volume is obtained. Fine particles are released on the created samples, and the particle size distribution of the collected material that successfully crossed the filters is computed. These particle size distributions are related to the underlying cumulative constriction size distribution (CSD) of the granular material involved in the samples. The CSD is derived using a probabilistic approach for the path length of individual particles through a granular material. We settle all the requisites related to the technique and to the fine particles that are released to allow reaching a correct CSD for the filter. The reference CSD used for the calibration of the experiment is obtained after a radical partition of the void space into Delaunay tetrahedra and a geometrical characterisation of constrictions on each tetrahedron face. Copyright © 2012 John Wiley & Sons, Ltd. 相似文献