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1.
Diporeia, formerly the dominant benthic macroinvertebrate in the Great Lakes, remains a keystone species in Lake Superior. Little is known, however, about fine scale amphipod distributions, especially as influenced by the production, transport and transformation of energy resources. Here, we document the distribution and abundance of Diporeia along 19 transects around the lake's perimeter. Regions of elevated density, averaging 958 ± 408 Diporeia/m2 (mean ± S.D.) were observed along all transects, typically within slope habitat (depth of 30–125 m). Waters shoreward (shelf habitat, < 30 m) and lakeward (profundal habitat, > 125 m) of these regions supported significantly lower densities, averaging 239 ± 178/m2 and 106 ± 59/m2, respectively. Amphipods within regions of elevated density, termed here the Ring of Fire, account for two-thirds of the lakewide population while occupying only one-quarter of the benthic habitat. The Ring of Fire, observed lakewide as a band averaging 14.2 ± 9.4 km in width, is characterized as a region of transitional sediment deposition with gentle slope, proximate to nearshore locations of elevated primary production. Within the Ring of Fire exceptionally high densities are found in the south central region, where the Keweenaw Current and slope bathymetries serve to funnel production from adjoining regions of high production. Density measurements for the 173 stations sampled here are used to estimate lakewide Diporeia standing stock (22.5–37.7 trillion individuals, 4.4–7.4 Gg dry weight, 2.1–3.5 Gg C), individual and biomass density (274–460/m2, 0.05–0.09 g DW/m2, 0.03–0.04 gC/m2) and areal (0.02–0.03 g C/m2/yr) and total (1.6–2.6 Gg C/yr) production.  相似文献   

2.
Intermediate host snails of schistosomiasis were surveyed in this study to determine their abundance and distribution in the lake and land aquatic habitats of Lake Victoria basin of Kenya. Several sites were sampled at eight locations, both in the lake and on the land. The habitat and/or vegetation type (i.e. open water, hippo grass, hyacinth, ambatch trees, other vegetation, stream, swamp, pond, dam) of the sampled aquatic sites within the locations were also differentiated, water physicochemical parameters were determined, and the abundance of different species or taxa of phytoplankton and zooplankton were enumerated and correlated with the abundance of schistosomiasis snails in the sites. The results indicated significantly more Biomphalaria sudanica snails than Bulinus africanus snails in different physical habitats on land (Student's t‐test, P < 0.05), as well as in different locations on land (Student's t‐test, P = 0.026). Regression analyses revealed that several physicochemical parameters, including dissolved oxygen (R2 = ?0.659; n = 8; P = 0.014), pH (R2 = 0.728; n = 8; P = 0.007) and turbulence (R2 = ?0.616; n = 8; P = 0.02), were predictive of Biomphalaria spp. abundance, while pH (R= 0.610; n = 8; P = 0.02) and turbulence (R= ?0.578; n = 8; P = 0.028) were predictive of Bulinus spp. abundance in different locations in the lake. Cyanobacteria (R= 0.638; n = 8; P = 0.02) and chlorophyceae (R2 = ?0.50; n = 8; P = 0.05) were shown to be predictive of both Biomphalaria spp. and Bulinus spp. abundance in different locations in the lake. Zooplankton abundance varied significantly between different locations in the lake (One‐way anova , P < 0.001). Bosmina spp. were found to be predictive of both Biomphalaria spp. (R= ?0.627; n = 8; P = 0.01) and Bulinus spp. (R= ?0.50; n = 8; P = 0.05) in different locations in the lake. The results from this study will help inform policy regarding control measures for schistosomias and intermediate snail hosts in Lake Victoria waters, as well as in adjacent terrestrial aquatic habitats and even beyond.  相似文献   

3.
Conclusions  
1.  Clearing small silted rivers in the Volgograd and Rostov regions by means of floating dredges confirms the expediency of these works for irrigating farmlands, pisciculture, and improving ecology.
2.  Works on clearing and dredging small rivers have their own characteristics, which should be taken into account when working out the technical documents and performing the works.
3.  Simultaneously with channel clearing, comprehensive measures should be taken to prevent erosion of the banks and pollution of the river by wastewaters.
4.  The project documents should be drawn up with consideration of a multipurpose approach to the use of the river’s water resources.
Translated from Gidrotekhnicheskoe Stroitel’stvo, No. 6, pp. 41–44, June, 1998.  相似文献   

4.
Antibiotics and antibiotic resistance genes (ARGs) pose health risks in aquatic environments because of their persistence and mobility. River networks can provide a perfect opportunity for exploring the occurrence and enrichment of ARGs and antibiotics in freshwater environments. On this basis, the abundances of four types of antibiotics (sulfonamides, quinolones, tetracyclines, and macrolides) and 13 ARGs (sulⅠ, sulⅡ, tetA, tetB, tetO, tetW, qnrA, qnrS, qnrD, ermB, ermF, ermC, and ereA) were measured in the river networks of the west bank of the Wangyu River in China. The spatial distribution and temporal variation of these antibiotics and ARGs were characterized, and their controlling factors were analyzed. All four types of antibiotics were detected with high frequencies between 41% and 100%. Quinolone antibiotics exhibited the highest average concentration (286.53 ng/L). The concentrations of quinolones, tetracyclines, and macrolides were significantly higher in the winter than in the summer, whereas the concentration of sulfonamides was higher in wet periods than in dry periods. Of the 13 ARGs, sulI was the most abundant (1.28 ×105 copies per milliliter), followed by sulII and tetO (5.41×104 and 4.45×104 copies per milliliter, respectively). The canonical correspondence analysis showed that environmental factors, including dissolved oxygen, water temperature, total nitrogen, pH, and total phosphorus, had significant effects on the abundance of ARGs. sulⅠ, sulⅡ, tetA, and tetB were significantly correlated with 16S ribosomal RNA sequences, indicating that the bacterioplankton community might affect the distribution of ARGs. The correlation heat map analysis showed that the spread of ARGs was influenced by specific bacterial groups, such as Acidobacteria and Cyanobacteria, indicating that these bacterioplankton may be the hosts of environmental ARGs.  相似文献   

5.
Thus, taking the following measures can be recommended for effective solution of the problem of preventing fouling of generator parts with oil:
1.  The enlistment of skilled specialists for evaluating the design of the installed seals from the viewpoint of current information about the distribution of air streams in the generator.
2.  Inspection of the seals of oil baths, determination of the places of leaks through existing loose fits, bolts, flange connections, etc.
3.  Conduction of tests for determining maximum vacuum zones and for a comparative analysis of pressures in and outside an oil bath.
4.  The development of an active protection system with withdrawal of oil vapors into the maximum vacuum zone to prevent steaming.
Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 8, pp. 22–26, August, 1995.  相似文献   

6.
Sediment and amphipods (Diporeia spp.) were collected in areas in western Lake Ontario suspected of containing a range of sediment metal contents. The total metal contents (Al, As, Cd, Cr, Cu, Ni, Fe, V, and Zn) of depurated Diporeia tissues were measured and compared to the total metal contents of the surrounding sediment. The fractional bioavailability of As, Cu, Fe, and Zn was determined in those same sediments using a sequential chemical extraction (SCE) procedure and correlated with depurated Diporeia tissue metal contents. Results of these analyses were then used to assess the ability of Diporeia to accumulate sediment metal contamination. A comparison of metal biota-sediment accumulation factors (BSAFs) and sediment metal enrichment factors (EFs) for each metal yielded separate metal groups showing different behavior for tissue accumulation. Aluminum, Cr, Fe, Ni, and V were not enriched in the sediments and were not accumulated in Diporeia tissues, while As, Cd, Cu, and Zn were enriched in the sediments and accumulated in Diporeia tissues. SCE results showed that Cu (3.2 to 8.4 %) and Zn (13 to 19 %) contents in the easily extractable sediment fractions (MgCl2 and Na-acetate) were significantly correlated with Cu (r = 0.86; P<0.01) and Zn (r = 0.69; P<0.05) contents in depurated Diporeia tissue. In addition, Cu and Zn in Diporeia tissues are also correlated to the total sediment metal content for each respective metal (Cu: r = 0.67, P < 0.05; Zn: r = 0.66, P < 0.05). The high BSAFs for Cu and Zn, in combination with the association of tissue metal contents with easily extracted sediment metal fractions, suggest that Diporeia may be a potential bioindicator for Cu and Zn contamination in sediments.  相似文献   

7.
Conclusions  
1.  The bulk of settlement caused by the action of the soil’s own weight occurred in the construction period and were canceled out by the margins left for settlement.
2.  The actual settlement coincide with the calculated.
3.  The settlements observed in section A-A are caused mainly by self-compaction of the soil, since the dynamic action of motor transport is not felt here; in section B-B by the dynamic action of the rolling stock in connection with a low value ofρ d in the track bed; in section C-C by self-compaction of soil, since dynamics from passing trains is not displayed here; along the axes of the crane tracks by the cyclicity of the crane load; the insignificant settlements of several UM marks in the dam foundation are possibly related to compaction of clays as a result of their secondary consolidation, although according to calculations the stresses from the external load die out in sands.
4.  The settlements that occurred, the predicted additional settlements, as well as the sustained settlements of several marks are not hazardous for normal operation of the dam.
Translated from Gidrotekhnicheskoe Stroitel’stvo, No. 3, pp. 46–49, March, 1998.  相似文献   

8.
《水科学与水工程》2022,15(3):237-246
Algae and cyanobacteria are known to be able to remove a variety of pollutants from water, including toxic metal ions. In this study, algal and cyanobacterial species growing in two polluted water bodies were identified, and the Pb(II) removal ability of these isolated species was investigated. Based on microscopic observations, 27 species were identified, and nine species were isolated as pure cultures. Pb(II) bioremediation of five selected species (Anacystis sp., Chlorella sp. 1, Monoraphidium sp., Phormidium sp., and Uronema sp.) was studied in detail. The mean Pb(II) removal abilities varied among these five species: Phormidium sp. > Monoraphidium sp. > Uronema sp. > Chlorella sp. 1 > Anacystis sp. The Pb(II) tolerance of each species was determined based on the live cell percentage and biofilm formation capacity. Within a period of 3 d, Phormidium sp., Monoraphidium sp., and Uronema sp. showed nearly 90% of survival, and all five species demonstrated biofilm formation capacities exceeding 50%. Furthermore, the Pb(II) removal ability of the five species exhibited a strong positive correlation with the live cell percentage and showed a strong negative correlation with the biofilm formation capacity. In conclusion, Phormidium sp., Monoraphidium sp., and Uronema sp. exhibited high tolerances towards Pb(II) and presented high removal abilities. Thus, these species can be identified as potential sorbents for development of suitable adsorption systems to remove Pb(II) from aqueous solutions.  相似文献   

9.
1.  For design of the antifiltration components in the karstic rock, the entire potentially karstic mass was usually closed off with curtains.
2.  The constructed complex of antifiltration components, consisting of a grout curtain, concrete-filled karst hollows, and local concrete crosscut walls corresponds to the difficult geologic conditions of the Chain-N'yan massif.
3.  The adopted work organization, with construction of tunnels cutting across the entire karst mass, simultaneous rock grouting, and more precise determination of the geomorphology made it possible to considerably reduce the proposed volumes and costs of the antifiltration components of the Hoabinh hydraulic development.
4.  The adopted scheme for providing a working face for the antifiltration measures at El. 133 m was the optimal. It opportunely permitted ensuring readiness of the high-head front for filling the reservoir to El. 112 m in November 1990, and to the NPL at El. 125 m in September 1991.
Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 6, pp. 29–35, June, 1991.  相似文献   

10.
An analysis of the experience in the Soviet Union and in foreign countries with conveyor transportation in the mining industry, as well as with use of conveyors in hydraulic construction shows that the introduction of conveyor transportation in the field of construction of embankment dams in this country, for delivery of earth-rock material from quarries, as well as for carrying raw materials to concentrating plants processing nonmetallic minerals, will make it possible.
1)  To reduce substantially the personnel nees.
2)  To lower significantly the transportation costs for delivery of earth-rock materials to construction sites and to concentrating plants processing nonmetallic mateirals (rubble, gravel, and sand);
3)  To reduce the need for trucks, by replacing them with conveyors;
4)  To increase the rate of delivery of earth-rock materials from quarries for dam, construction and, consequently, to reduce the times of completion.
5)  To reduce the volume of housing, cultural-welfare, and auxiliary-subsidiary construction in owing to the lower needs for personnel in conveyor transportation;
6)  To eliminate the need for constructing a large number of roads with rigid pavements for large-capacity dump trucks;
7)  To raise the technical level of the earth-rock work.
  相似文献   

11.
Conclusions  
1.  A set of measuring devices needed for operating a dredge was developed on the basis of domestic Sapfir-22 pressure transducers with protection of the pulse tubes by blowing or shutting in the air and was tested.
2.  A high reliability of the measuring set was found, it is recommended for wide use on dredges.
3.  The scheme of connecting the electrode detectors of the conductometric consistometer was improved, their series connection increases the accuracy of measurements by equalizing the electrode polarization process.
Translated from Gidrotekhnicheskoe Stroitel’stvo, No. 7, pp. 28–30, July, 1999.  相似文献   

12.
Conclusions  
1.  The construction of dumps for toxic industrial wastes under complex geologic-industrial engineering conditions requires the development of special designs of anti-filtration screens ensuring the ecological safety of ground and surface waters in cases where significant deformations develop in the foundation bed of the structure.
2.  Under these conditions, the dumps should be designed and built with combined slightly permeable screens, the designs of which are determined on the basis of analysis of the chemical composition of the wastes stored in the dump, their volume, duration of service, and the geologic-engineering conditions at the construction site.
3.  Soil-film screens with polyethylene films 0.2–0.5 mm thick and rigid screen designs, to which concrete, concrete-film, and bituminous-concrete screens should be classed, are ineffective as experience with their multiyear service has demonstrated.
4.  Use of geomembranes no less than 1.5–2.5 mm thick, which are fabricated from dense polyethylene, compacted cohesive soils with a permeability of no more than 10-9 m/sec, artificial or natural solvents, and drainage layers in the structures of screens for dumps storing toxic industrial wastes should be a common rule for the design of these screens.
5.  The number of layers of anti-filtration and drainage elements, sorbing layers, and their thickness should be determined on the basis of special filtration and hydrochemical calculations performed with consideration given to the hydrogeological conditions of the disposal site, its capacity, and service life.
Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 2, pp. 13–17, February, 1999.  相似文献   

13.
Features of light absorption are critical to optical aspects of water quality and in regulating the signal available for remote sensing. Spectral characteristics and spatial patterns of light-absorbing components, and their relationships with optically active constituents, are documented for the Sturgeon River, Keweenaw Bay, and Lake Superior based on analyses of samples collected on two cruises (2006 and 2007, 20 sites). The absorption coefficient, a (m− 1), is partitioned according to the additive components (ax) of colored dissolved organic matter (aCDOM), non-algal particles (aNAP), phytoplankton (a?), and water itself (aw; known). The role of minerogenic particles and their iron content in regulating aNAP is evaluated based on paired measurements by an individual particle analysis technique (Peng et al., 2009), through empirical analyses and Mie theory calculations of absorption by these particles (am). Spectral characteristics of aNAP and a? were consistent with those reported for other case 2 (i.e., phytoplankton not dominant) systems. However, the slope values that describe aCDOM spectra for the bay and the lake were unusually low, suggesting an atypical composition for the lake's CDOM. The dominant absorbing component in the blue wavelengths was CDOM, representing ≥ 75% of a at a wavelength of 440 nm at all sites in the 2006 survey. A general gradient in both aCDOM and aNAP extended from the Sturgeon River, through the bay, into eastern Lake Superior in that survey. Relationships between ax and optically active constituents were within the broad ranges reported for other case 2 systems. Minerogenic particles, related to their iron content, are demonstrated to be an important component of aNAP.  相似文献   

14.
1.  For a porosity of about 5% the quality indices of APC are at the level of the requirements of the existing specifications P20-85:K F0.85,R 20>3 MPa,R 50>1.2 MPa,K th>2.5–3.
2.  The experiments on the impermeability of APC showed that material with a porosity of 4–5% withstands a water pressure of 0.2–0.3 MPa without its infiltration through the specimens.
3.  The results obtained give grounds to revise the traditional requirements imposed on the residual porosity — not more than 3% — of APC-base structural members. Compaction of asphaltic and asphaltic polymer-impregnated concrete mixes to a residual porosity of 4–5% will make it possible to reduce expenditures on compaction. In this case, variants of compacting mixes to various residual porosities are possible in combination with surface treatment of the material with sealing compositions (for example, with a bitumen-polymer binder) which must be substantiated by technical and economic calculations for the particular conditions of conducting works on constructing watertight facings of hydraulic structures.
Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 11, pp. 28–30, November, 1988.  相似文献   

15.
1.  Investigations showed that when constructing dams of fine-grained silty soils by hydraulic filling, it is expedient to use the technology of layerwise placement of soil with consolidation of each layer.
2.  Dependences are given for calculating the thickness of the layers and period of consolidation of the soil on the basis of investigations of the dynamics of the hydrophysical properties of these soils in relation to technological factors.
3.  Dependences are also proposed for predicting the density of the hydraulic-filled soil during construction, as well as the distribution of soil in the profile of the structure.
4.  A method is proposed for calculating the technological parameters, in particular, the rate of construction of hydraulic-fill structures, calculating the size and number of the hydraulic-fill plots referred to one dredge, and prediction of the seepage discharge into the foundation of the dams during their hydraulic filling.
5.  The proposed calculation methods make possible a more substantiated approach to the design of hydraulic-fill structures of fine-grained silty soils and technology of their construction.
Translated from Gidrotekhicheskoe Stroitel'stvo, No. 6, pp. 5–9, June, 1990.  相似文献   

16.
The impacts of large-scale, episodic sediment resuspension on the cycling of polychlorinated biphenyl congeners (PCBs) were examined using a spatially coordinated air and water sampling strategy conducted in southern Lake Michigan in the late winters of 1998, 1999, and 2000. We found no significant temporal changes in gas phase, dissolved phase, or suspended sediment PCB concentrations despite large-scale seasonal storms occurring before and after sampling campaigns. Only gas phase and suspended sediment PCBs varied spatially. Higher total suspended material (TSM) concentrations and fraction organic carbon (foc) were measured at sampling stations located in the near-shore region of southern Lake Michigan than at open-water sampling stations. Gas phase concentrations (ΣPCBg) were higher in the west (0.436 ± 0.200 ng/m3, n = 11) and south (0.408 ± 0.286 ng/m3, n = 5) than the east (0.214 ± 0.082 ng/m3, n = 10) and central (0.253 ± 0.145 ng/m3, n = 8) regions of southern Lake Michigan. Dissolved phase concentrations (ΣPCBd) averaged 0.18 ± 0.024 ng/L (n = 52); suspended sediment concentrations (ΣPCBs) accounted for between 4% and 72% (23 ± 4%, n = 52) of the total ΣPCB concentrations (ΣPCBT = ΣPCBd + ΣPCBs). Despite no consistent temporal variations in both dissolved phase or suspended sediment ΣPCB concentrations, there were temporal and spatial variations in the distribution shift between phases that can be linked to sediment resuspension, not a state of equilibrium. Specifically, our analysis suggests sediment resuspension results in preferential sorption of heavier, more chlorinated PCB congeners.  相似文献   

17.
In an open‐channel confluence, deep scour holes and depositional point bars are usually formed due to high bed‐shear stresses and secondary circulations. In the present study, presuming the effectiveness of channel geometry on the flow dynamics at the confluence, some variables including different side slope angles of the main channel (θ = 45°, 60°, 75°, 90°), lateral to downstream discharge ratio (Qr), and downstream densimetric Froude number (Frg3) were experimentally studied under clear‐water condition for the confluence angle α = 90°. According to the results, the increase of θ led to a greater penetration of scour hole across the main and tributary channels, whereas a little scour development was observed along those channels. Meanwhile, an increase in Qr and Frg3 caused further scouring, but their effects on the dimensions of scour hole diminished with increase of θ. Thus, with increase of Qr from 0.194 to 0.552, the mean penetration rate of scour hole to all directions for θ = 45°, 60°, 75°, and 90° was obtained 42.8%, 32.4%, 25%, and 20.5%, respectively. In addition, considering the effect of θ, Qr, and Frg3, some empirical relationships were obtained for estimating the penetration length of scour hole. The derived relationships show that Frg3 plays more important role on the dimensions of scour hole than θ.  相似文献   

18.
Conclusions  
1.  Models constructed on the basis of network graphs to describe the operation of systems of construction machines can be used to derive simple analytical equations for determining the configurations and productivities of such systems.
2.  The concept of a master equipment is not always justified in defining the configuration of a system.
3.  In calculating the productivity of a system from the proposed equations, it is not necessary to introduce the shift time-utilization factor, because technological downtimes are automatically included in the operation of the system.
4.  The calculation of system productivity in matrix from can be implemented for both homogeneous and heterogeneous systems. The calculations can also be carried out for probabilistic systems, in which case computer engineering and pseudorandom-number generators are required.
Translated from Gidrotekhnicheskoe Stroitel’stvo, No. 2, pp. 24–28, February, 2000.  相似文献   

19.
Conclusions  
1.  Gidrospetsproekt should design the groundwater system.
2.  One contractor should drill the wells and operate the groundwater-lowering system.
3.  In connection with the geological conditions, the wells should be of very high quality, for which own enrichment of the filter material (sand of the blanket) and strict control during drilling the wells are necessary.
4.  It is efficient to drill the wells by a 1BA-15V rig with a tool with backwashing.
5.  With respect to piles of the penstock foundation: Drilling the holes for the piles should be done only with casings. To organize 24-h work for increasing productivity. Works on forming the pile heads should be done immediately after concreting the pile. The piles should be tested after each change in the geological conditions.
6.  With respect vertical drainage: the wells should be of high quality, with an enormous safety margin.
Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 10, pp. 29–33, October, 1999.  相似文献   

20.
Conclusions  The Zagorsk PSS—the first pumped storage stations with a capacity of 1200 MW—was constructed slowly, for a long time. The main reasons for this were:
1.  Location of the site in an industrially developed district, near Moscow, with the assumption of the rapid formation and use of available construction facilities did not prove to be correct. Administrative restrictions in welcoming skilled personnel to the construction project did not foster a build-up of the team. A residential village and construction facilities were fully needed, as on any construction project.
3.  Counting on the use of local borrow pits in the Moscow region was not justified: the inert materials were not suitable for hydrotechnical concrete of high frost resistance and strength.
3.  Inadequate engineering-geologic surveys during planning led to late landslide-control measures and to an increase of the volume of CAWs.
4.  When determining the construction time the climatic conditions in the zone of the construction site were underestimated: the number of days without precipitation is 175, not more. The main cause of the wrong design construction time was the incorrect determination of the estimated cost of the CAWs.
5.  Construction of a large hydro development, as the Zagorsk PSS, by the work-effort method with the enlistment of a large number of organizations from different regions of the country did not promote the formation of a stable team at the construction site.
6.  The management of Mosénergo made the right decision: from the examined 10 variants of the next pumped-storage station in the Central region was selected the variant of constructing the Zagorsk PSS-2 where a team of builders took shape after long years, where there are a residential village and construction facilities, and solid experience has been acquired. This will make it possible to shorten the construction time and to reduce the cost of an installed 1 kW of the PSS.
Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 10, pp. 13–16, October, 1999.  相似文献   

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