Influence of curing method, sealer, and water storage on the hardness of a soft lining material over time

2001 ◽  
Vol 10 (1) ◽  
pp. 42-45 ◽  
Author(s):  
Gregory L. Polyzois ◽  
Mary J. Frangou
2009 ◽  
Vol 1 (1) ◽  
pp. 1 ◽  
Author(s):  
Na-Young Jin ◽  
Ho-Rim Lee ◽  
Heesu Lee ◽  
Ahran Pae
Keyword(s):  

2016 ◽  
Vol 53 (9) ◽  
pp. 1533-1546 ◽  
Author(s):  
Scott J. Ketcheson ◽  
Jonathan S. Price

Establishing hydrological connectivity in reconstructed landscapes, and understanding how this connectivity evolves over time, is critical for the development of effective water management strategies after oil sands extraction. In the current study, the dominant controls on the soil water regimes and runoff generation mechanisms on two contrasting reclaimed slopes (2 and 6 years after reclamation) in the Athabasca oil sands region are investigated. The most recently reclaimed slope demonstrated a hydrologic regime with limited soil water storage due to a low surface infiltration capacity that constrained percolation of rainfall. Accordingly, this slope generated a substantial amount of surface runoff controlled primarily by precipitation intensity. Conversely, the older slope had a greater surface infiltration capacity, more dynamic soil water regime, and infrequent surface runoff. Topography controlled soil water distribution on the older slope more strongly than the newer slope due to more efficient water redistribution. This suggests that changes in the hydrophysical properties of reclamation materials following construction result in a shift in the hydrological role of reclaimed slopes at the watershed scale. Thus, over time, reclaimed slopes produce less overland flow and shift from water conveyors to water storage features in constructed watershed systems.


2020 ◽  
Vol 313 ◽  
pp. 00022
Author(s):  
Norbert Jendželovský ◽  
Lenka Uhlířová

Tanks have been currently used for the storage of various substances, in particular as drinking water storage tanks and for storage of various technical fluids. Rectangular tanks have advantages over cylindrical tanks, such as: lower sensitivity to unilateral loads and better use of space when used in a system of tanks. The rectangular tank analyzed in this article is filled with water. During the dynamic analysis of the tank, it was loaded by an accelerogram of a natural earthquake. In the calculation, the method of direct integration over time was used, considering damping. From the accelerogram a response spectrum was generated and applied as an additional loading of the tank. The static model of the tank was created in the ANSYS program, which works on the basis of the finite element method (FEM).


Water ◽  
2021 ◽  
Vol 13 (17) ◽  
pp. 2405
Author(s):  
Damien Jacob ◽  
Philippe Ackerer ◽  
Husam Musa Baalousha ◽  
Frederick Delay

Qatar’s water resource has been largely overexploited, leading to the severe depletion of its aquifers and degradation of water quality due to saline intrusions. Qatar envisions employing regional aquifers to store water via forced injection of desalinated water and thus increase available from a few days to two months. A strategy for the implementation of forced injections is proposed based on a spatially distributed model of groundwater flow at the scale of the whole country. The model is based on calibration under steady-state flow conditions and for a two-dimensional single regional aquifer due to the lack of data. Injection scenarios include various mean injection rates at the scale of the whole system and are interpreted under the assumption that the additional storage should feed 2.7 M inhabitants for two months at a rate of 100 L/person/day. When this water supply stock is reached, the model is run to define the infiltration rate, which allows the stock to remain constant over time as a result of an even balance between infiltrations, withdrawals and also leaks or inlets through the boundary conditions of the system.


Author(s):  
Omar R. Vera-Vargas ◽  
Jorge V. Prado-Hernández ◽  
Delfino Reyes-López ◽  
Fermin Pascual Ramirez

Objective: to analyze the growth dynamics of the water lily (Eichhornia crassipes)in the Cointzio dam due to the water availability.Design/Methodology/Approach: a monthly series of 45 Sentinel 2 and Landsatsatellite images were used, with which the percentage of invasion of the water lilyin the total area of the reservoir was calculated. The relative coverage of the lilywas analyzed looking for growth patterns over time, as well as the precipitationdata, total reservoir area over time, and water storage data for the 2010-2020period to broaden its context.Results: Three ascending and two descending patterns of the water lily coveragewere identified; a 15-month upward growth pattern with slight inland slope changes; decreasing patterns are associated with decreased water storage. Thelargest lily covers were found in critical storage stages during the 2010-2020period.Study limitations/implications: faced with climate change conditions, the fillingpattern of the dam could change, aggravating problems related to the water supply.Conclusions: containment/mitigation efforts have a reduced effect because the lilyeasily recovers the covered area, growing about 400% between October 2017 andJune 2018, therefore it is necessary to implement a containment strategy using thebiophysical interactions of the basin in conjunction with social, political, economicand governance interactions.


2016 ◽  
Vol 41 (3) ◽  
pp. E64-E72 ◽  
Author(s):  
TC Simões ◽  
ÍV Luque-Martinez ◽  
RR Moraes ◽  
ATG Sá ◽  
AD Loguercio ◽  
...  

SUMMARY Objective: To evaluate the effect of root dentin treatment on the bonding of self-adhesive resin cement after 24 hours and after 6 months. Methods: A total of 48 single-rooted premolars were endodontically treated and divided into four groups (n=12): Adper Scotchbond Multi-Purpose + RelyX ARC (ARC); RelyX U200 (U200); EDTA + RelyX U200 (EU200); and phosphoric acid (H3PO4) + RelyX U200 (HU200). After filling the roots, an Exacto No. 2 fiber post was cleaned, treated with silane (60 seconds), positioned, and light cured (LED; 60 seconds at 1200 mW/cm2). After storage (37°C/24 h), the roots were cut to obtain two discs (1 mm) of each third. They were stored in distilled water (24 hours at 37°C); one disc of each root-third was subjected to the push-out test (0.5 mm/min) at 24 hours and the other disc after six months of water storage (37°C). The data on the root-thirds were averaged for statistical purposes. The average values of bond strength (MPa) were analyzed by two-way analysis of variance and post hoc Student-Newman-Keuls (5%). Results: There were statistical differences for the treatment of dentin (p<0.001), for time (p=0.003), and the interaction of treatment and time (p=0.017). After 24 hours, we observed lower bond strength in the HU200 group when compared with other groups (ARC, U200, and EU200). After six months, HU200 showed the lowest bond strength. Higher strengths were observed for EU200 and U200 similarly, which were higher than ARC. Conclusion: The bonding of the self-adhesive resin cement varied over time in the tested groups.


2005 ◽  
Vol 14 (1) ◽  
pp. 19-24 ◽  
Author(s):  
Sudarat Kiat‐Amnuay ◽  
Lawrence Gettleman ◽  
Trakol Mekayarajjananonth ◽  
Zafrulla Khan ◽  
L. Jane Goldsmith

2020 ◽  
Author(s):  
Eleanor Pearson ◽  
Jonathan Carrivick ◽  
Rob Lamb

<p>Runoff attenuation features such as bunds and leaky barriers are increasingly incorporated into catchment flood management schemes. However, with any structure resulting in a barrier to flow, sediment dynamics are also affected, which will in turn affect the feature’s hydraulic effectiveness over time. The geomorphological impact of these features is often overlooked. This work looks at using the CAESAR-Lisflood landscape evolution model to assess how to implement runoff attenuation features into a catchment and evaluate their corresponding impact on sediment dynamics and subsequent change to water storage efficacy. The simulations were based on a small catchment, situated south of the Yorkshire Dales, UK, where the land is primarily used for grazing livestock. Features were implemented through the editing of the underlying topography allowing features to be fully erodible and scenarios were created based on feature shape, size and quantity. Of the features implemented, there was no unified response to the flood event simulated. Generally, many of the features themselves were affected by erosion, reducing their ability to hold water over time. Fewer features experienced deposition upstream compared to those experiencing erosion, which may suggest scour as opposed to sedimentation as a management issue that would need to be monitored. Nonetheless, the model scenarios run permitted an optimal design and layout of runoff attenuation features within the catchment to be established.</p>


2015 ◽  
Vol 75 ◽  
pp. 344-356 ◽  
Author(s):  
María Gasque ◽  
Pablo González-Altozano ◽  
Daniel Maurer ◽  
Ignacio José Moncho-Esteve ◽  
Rosa Penélope Gutiérrez-Colomer ◽  
...  

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