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41.
The open pit mining nearby shoreline is planned to be extended into below sea level in order to use additional reserves of
the cement raw material (marl). The raw material is currently contaminated by seawater intrusion below a depth of 20 m up
to the distance of 90 m from shoreline. Seawater intrusion related contamination of the material used for the cement production
was investigated by means of diffusion process for the future two below sea level mining scenarios covering 43 years of period.
According to the results, chloride concentrations higher than the tolerable limit of a cement raw material would be present
in the material about 10–25 cm inward from each discontinuity surface, controlling groundwater flow, located between 170 and
300 m landward from the shoreline at below sea level mining depths of 0–30 m. The estimations suggest that total amounts of
dilution required for the contaminated raw material to reduce its concentration level to the tolerance limit with uncontaminated
raw material are about 113- to 124-fold for scenario I (13 years of below sea level mining after 30 years of above sea level
mining) and about 126- to 138-fold for scenario II (43 years of simultaneous above and below sea level minings). 相似文献
42.
The study was carried out in order to investigate existing hydrogeochemical relationships between groundwater environment
and geological units in the Kazan trona deposit area, Ankara, Turkey. Evaluations indicate that concentrations of alkalinity,
boron, chloride and sodium in the upgradient groundwater of the Eocene sedimentary units gradually increase toward downgradient
by the interactions of saline minerals (searlesite, shortite, northupite and pyrite) present in the secondary structures (microfractures
and irregular voids) at various levels. Inverse modeling calculations suggest that the range of dissolved mass amounts in
millimoles per kilogram of water for searlesite, shortite and northupite minerals are 0.05–28.67, 2.62–24.39 and 0.01–24.19,
respectively, in the aquifer between the upgradient and downgradient locations. The ranges of accompanying calcite and dolomite
precipitations are 4.54–48.71 and 2.16–24.08 mmol per kg of water, respectively. Chemical composition of the groundwater in
the overlying Neogene sedimentary unit includes also higher concentrations of the major ions as measured in groundwater of
the underlying units. However the lack of saline mineral zones in the Neogene unit indicates that upward groundwater mixing
takes place from the underlying aquifer as also suggested by the measured upward gradient. The mixing percentage of the underlying
groundwater as determined from the nested wells ranges from 2.7 to 48.3%, from upgradient to downgradient, respectively. The
unconfined alluvium aquifer overlying the Neogene unit includes relatively dilute groundwater except in two locations, where
high-ion concentrations detected in groundwater of the underlying units are also high in these locations, suggesting upward
groundwater mixing from the underlying aquifer due to upward gradient. However, groundwater input investigations from the
alluvium aquifer to the nearby Ova stream indicate that the detected high concentrations in these locations are diluted or
sorbed by the aquifer material toward downgradient (Ova Stream). 相似文献
43.
An artificial water canal opening is planned between the Agean Sea and the historical Ephesus site for the sake of tourism in the Selçuk sub-basin. In order to predict the effects of the planned canal on freshwater–seawater interface and related contamination in the aquifer, 3-D numerical density dependent flow and solute transport simulations were carried out. The simulations included the pre-pumping and pumping periods without a canal and the prediction period in the presence of the canal. Chloride concentration comparisons of the results obtained from the pre-pumping period and the pumping period indicate that the freshwater-seawater interface in the aquifer has progressed inland due to artificial discharge in the sub-basin. Drawdown during the pumping period is about 15 cm. The planned canal opening could further lower the groundwater levels in the area and would change the groundwater flow directions in the first 4 years. Then the levels and flow directions will nearly recover. However, the canal opening could cause further seawater intrusion into the aquifer to the extent that groundwater would be unfit to use for irrigation after the seventh year of the canal opening in the irrigation cooperative II wells area and would be unfit to use for drinking purposes after the tenth year in the municipality wells area located at the south of the cooperative II wells. On the other hand, the cooperative I wells would not be effected by the opening of the canal. 相似文献
44.
Three aquifer systems as deep, middle, and shallow were identified in the Kazan trona ore deposit area. The flow conditions
and the interaction between various layers were conceptualized into a site hydrogeological model. Each aquifer system was
hydraulically and chemically characterized and represented in a numerical groundwater model. The resulting model has been
calibrated under steady-state and transient conditions using available data. The flow model was used in conjunction with a
three-dimensional solute transport model to assess the impacts of the pilot well solution mining of the trona deposit on groundwater
resources during operation and post-operation periods. The results of operation period indicate that, even under the worse
conditions (50 times increase in vertical hydraulic conductivity due to subsidence), ion contribution from the mine area with
118,000 mg/l maximum concentration would be about 58 mg/l into the deep aquifer system. This contribution is about 1.45% of
the existing concentration (4,000 mg/l) in the deep aquifer. After 1,000 years of post-operation period, ion contribution
from the mine area with maximum 119,000 mg/l concentration would be about 205 mg/l into the deep aquifer under extremely worse
conditions. This contribution is about 5–20% of present concentrations in the deep aquifer. Retardation factors, which were
not considered during model simulations would decrease the predicted concentrations. It is concluded that pilot well solution
mining of the trona deposit would not have significant impact on the quality of groundwater resources in the overlying aquifers. 相似文献
45.
Erkan Çelebi Muharrem Aktas Naci Çağlar Aşkın Özocak Mustafa Kutanis Necati Mert Zeki Özcan 《Natural Hazards》2013,65(3):2287-2310
On October 23, 2011, a magnitude of Mw 7.2 earthquake struck the Van province in eastern Turkey which caused approximately 600 life loss and 4,000 injured people. Although the recorded peak ground accelerations were relatively low (0.15–0.2 g) compared with that of other recent destructive Turkish earthquakes and the code-based design response spectrum, a large number of reinforced concrete buildings with 4–6 stories and non-engineered masonry buildings were either heavily damaged or collapsed in the region. Based on the post-earthquake technical inspections, the goal of this paper is to introduce major reasons for structural damages in the disaster area and to discuss these failures along with the approaches given in the design code which is renewed after August 17, 1999 Marmara Earthquake. Some remarkable lessons learned from earthquake-induced failures and damages specific to building construction techniques are presented in this paper. 相似文献