Long Term Use of Oxidizing Agents in Utah Salt Water Disposal Results in Increased Injection Rates and Reduced Operating Costs

1996 ◽  
Author(s):  
J. Romaine ◽  
Bill Vickers ◽  
P. Smith
Keyword(s):  
Salt Water ◽  
Operating Costs ◽  
Oxidizing Agents ◽  
Water Disposal ◽  
Injection Rates

scholarly journals Long-Term Stability of Different Kinds of Gas Nanobubbles in Deionized and Salt Water

Materials ◽  
2021 ◽  
Vol 14 (7) ◽  
pp. 1808
Author(s):  
Yali Zhou ◽  
Zhenyao Han ◽  
Chunlin He ◽  
Qin Feng ◽  
Kaituo Wang ◽  
...  
Keyword(s):  
Aqueous Solution ◽  
Bubble Size ◽  
Ostwald Ripening ◽  
Salt Water ◽  
Dlvo Theory ◽  
Deionized Water ◽  
Hydrodynamic Cavitation ◽  
Term Stability ◽  
Long Term Stability

Nanobubbles have many potential applications depending on their types. The long-term stability of different gas nanobubbles is necessary to be studied considering their applications. In the present study, five kinds of nanobubbles (N2, O2, Ar + 8%H2, air and CO2) in deionized water and a salt aqueous solution were prepared by the hydrodynamic cavitation method. The mean size and zeta potential of the nanobubbles were measured by a light scattering system, while the pH and Eh of the nanobubble suspensions were measured as a function of time. The nanobubble stability was predicted and discussed by the total potential energies between two bubbles by the extended Derjaguin–Landau–Verwey–Overbeek (DLVO) theory. The nanobubbles, except CO2, in deionized water showed a long-term stability for 60 days, while they were not stable in the 1 mM (milli mol/L) salt aqueous solution. During the 60 days, the bubble size gradually increased and decreased in deionized water. This size change was discussed by the Ostwald ripening effect coupled with the bubble interaction evaluated by the extended DLVO theory. On the other hand, CO2 nanobubbles in deionized water were not stable and disappeared after 5 days, while the CO2 nanobubbles in 1 mM of NaCl and CaCl2 aqueous solution became stable for 2 weeks. The floating and disappearing phenomena of nanobubbles were estimated and discussed by calculating the relationship between the terminal velocity of the floating bubble and bubble size.

Case study on the implementation of deammonification for the process water treatment of Munich WWTPs

2012 ◽  
Vol 65 (10) ◽  
pp. 1895-1902 ◽  
Author(s):  
Rita Hilliges ◽  
Eberhard Steinle ◽  
Bernhard Böhm
Keyword(s):  
Water Treatment ◽  
Operating Costs ◽  
Process Water ◽  
Second Stage ◽  
Sludge Disposal ◽  
Sludge Digestion ◽  
High Investment ◽  
Flow Treatment

The two-staged WWTP ‘Gut Grosslappen’ has a capacity of 2 mio. PE. It comprises a pre-denitrification in the first stage using recirculation from the nitrifying second stage. A residual post-denitrification in a downstream sand filter is required in order to achieve the effluent standards. Presently the process water from sludge digestion is treated separately by nitrification/denitrification. Due to necessary reconstruction of the biological stages, the process water treatment was included in the future overall process concept of the WWTP. A case study was conducted comparing the processes nitritation/denitrititation and deammonification with nitrification/denitrification including their effect on the operational costs of the planned main flow treatment. Besides the different operating costs the investment costs required for the process water treatment played a significant role. Six cases for the process water treatment were compared. As a result, in Munich deammonification can only be recommended for long-term future developments, due to the high investment costs, compared with the nitritation/denitritation alternative realizable in existing tanks. The savings concerning aeration, sludge disposal and chemicals were not sufficient to compensate for the additional investment costs. Due to the specific circumstances in Munich, for the time being the use of existing tanks for nitritation/denitritation proved to be most economical.

scholarly journals Floristic composition and taxonomic structure of algae in the hyperhaline reservoirs of the northwestern Azov Sea coast (Ukraine)

Algologia ◽  
2020 ◽  
Vol 30 (4) ◽  
pp. 393-405
Author(s):  
A.M. Solonenko ◽  
◽  
O.G. Bren ◽  
Keyword(s):  
Water Exchange ◽  
Salt Water ◽  
Floristic Composition ◽  
Hydrological Regime ◽  
Taxonomic Structure ◽  
Azov Sea ◽  
The Family ◽  
Saline Habitats ◽  
Saline Land

The article represents the results of long-term algological studies of hyperhaline reservoirs of the northwestern coast of the Azov Sea. The features of the floristic composition and taxonomic structure of algae in aquatic (water column and bottom), aquatic-terrestrial (water’s edge, dried up water bodies, drying area) and terrestrial (elevated non-flooding areas) habitats of these objects are displayed. A specificity of the studied algoflora lies in the absence of representatives of certain characteristic phyla for the salt-water and non-saline land and water habitats of the territory of Ukraine. It was established that species composition of the studied reservoirs is depleted in comparison with other non-saline and marine ecosystems. Totally, 123 algae species were identified. They represente 7 phyla, 10 classes, 27 orders, 47 families, 68 genera. The largest number of species included three phyla: Cyanoprocaryota – 65 species (52.9% of the total number of identified species), Bacillariophyta – 26 (21.1%), Chlorophyta – 22 (17.9%). The first places among the six leading orders were taken by cyanoprocaryotes from Oscillatoriales, Nostocales, Chroococcales and diatoms from Naviculales. The most numerous species at the family level are trichomous cyanoprocaryotes from Nostocaceae, Pseudanabaenaceae, and Phormidiaceae. There were found 23 leading genera – their species richness exceeds the average indicator (1.81 species). According to the results of original studies, it was noted that all taxonomic levels of algoflora of the hyperhaline reservoirs shows features of not only saline habitats, but also of the freshwater, marine and terrestrial extreme ecosystems. Such diversity of the algal population indicates an unstable hydrological regime and complex relations of water exchange between the hyperhaline reservoirs and nearby terrestrial and aquatic habitats.

Melbourne's Advanced Rail Transportation

2020 ◽  
Vol 3 (2) ◽  
pp. 24-36
Author(s):  
Koorosh Gharehbaghi ◽  
Ken Farnes ◽  
Matt Myers
Keyword(s):  
Transportation Systems ◽  
Operating Costs ◽  
Rail Transportation ◽  
Operational Flexibility ◽  
Rail Network ◽  
Optimal Decisions ◽  
Commuter Rail ◽  
Passenger Satisfaction ◽  
Selection Of

Melbourne's commuter rail transportation is ageing and outdated. As Melbourne's population is ever-increasing, its rail transportation infrastructure planning also needs to be developed, based on long-term technological advancements. Subsequently, Melbourne's rail network and its systems need to be continuously scrutinized. This study thus reviews Melbourne's advanced rail transportation systems, and determines its future perspectives. This research initially found that, for Melbourne, one of the important aspects of long-term technological innovation is the inclusion of the three specific automation measures of; moderate intrusion control systems; revamp signaling technologies; and new rail lines and systems. Further examination recommended that advanced rail transportation systems including enhanced communications systems, be carefully integrated. Such outcomes will in turn boost Melbourne's rail performance through, a) increase safety and passenger satisfaction; b) enhance system reliability; c) intensify train frequency and capacity; d) improve operational flexibility; and e) reduce the overall operating costs. It is expected that these findings will ultimately assist the relevant rail transportation planners, to make optimal decisions when deciding on the selection of the most advanced rail transportation strategies.

Recommended Practices for the Development of an Effective Steam Surface Condenser Maintenance Regime; Including Suggested Maintenance Solutions and Design Modifications That Can Improve Condenser Performance and Reliability

2012 ◽  
Author(s):  
Darren M. Nightingale
Keyword(s):  
Failure Modes ◽  
Operating Costs ◽  
Testing Methods ◽  
Component Failure ◽  
Routine Testing ◽  
Proper Understanding ◽  
Surface Condenser ◽  
Reference Implementation ◽  
Main Components

A detailed & proper understanding of the main components that comprise a Steam Surface Condenser is absolutely essential when designing an effective maintenance regime. This Paper provides a breakdown for each of the main components, including typical ancillary items, which should be incorporated into visual inspections, and routine testing, when developing an effective maintenance regime for Steam Surface Condensers. Topics cover recommended inspection criteria for the main and ancillary components as well as proposed testing methods. Examples of known component failure modes, suggested repairs, replacements, modifications & upgrades are also included for reference. Implementation of an effective maintenance regime can help to ensure design performance is maintained. Often, it can even lead to improvements in unit availability and overall long term reliability; which in turn can result in tangible reductions in operating costs.

Comparing Tests on the Durability of Concrete after Long-Term Immersion in Different Salt Solution

2014 ◽  
Vol 501-504 ◽  
pp. 1087-1091 ◽  
Author(s):  
Xiao Ping Su ◽  
Li Zhang
Keyword(s):  
Elastic Modulus ◽  
Salt Solution ◽  
Saline Soil ◽  
Salt Water ◽  
Dynamic Elastic Modulus ◽  
Salt Crystallization ◽  
Soluble Salts ◽  
Concrete Damage ◽  
Damage Law

The western region of Jilin province is one of the areas with the most serious saline soil, which is the type of inland soda salt. In order to study the damage law of concrete under the condition of long-term erosion by the soluble salts in saline soil or groundwater or saturated salt water, three groups of salt solution, Na2SO4, NaCl, NaHCO3 solution, were made according to the content of soluble salts in saline soil of Daan city in spring, and water was as a comparison. The comparing tests of long-term immersion were conducted on the normal concrete specimens with the size of 40mm×40mm×160mm. The results show that there is little change on the appearance, mass and dynamic elastic modulus of concrete soaked in water. But for the concrete soaked in salt solution, the loss rate of mass changes from reduction to growth, the relative dynamic elastic modulus of concrete grows at first and declines later. Through analysis of electron microscope scanning, energy spectrum and chemical composition of concrete samples, concrete damage caused by salts includes chemical erosion and salt crystallization damage. Na2SO4 mainly influences the dynamic elastic modulus of concrete, NaCl mainly influences the mass of concrete due to its strong penetration, while NaHCO3, ranking between the two salts above, largely influences not only the mass of concrete, but also the dynamic elastic modulus of concrete.

The Rise and Fall of a Man-Made Lake: Training Lake in Jiangnan, China, 300-2000 A.D.

2008 ◽  
Vol 51 (2) ◽  
pp. 209-251
Author(s):  
Eduard Vermeer
Keyword(s):  
Water Supply ◽  
Environmental Changes ◽  
Operating Costs ◽  
Lake Area ◽  
State Farm ◽  
Economic Profit ◽  
Grand Canal ◽  
The Grand Canal ◽  
The 1960S

AbstractThe shallow Training Lake in Jiangnan has received much attention in historical records because of the direct involvement of successive dynastic governments in the protection of its seasonal water supply to the Grand Canal. Historians have all praised the periodical efforts to restore the lake's water supply and irrigation functions. However, in view of the high operating costs of the lake and its limited benefits, the various attempts to reclaim land and water for agriculture may have been more rational in terms of economic profit. Visitors' descriptions provide many details on the long-term environmental changes in the lake area. In the 1960s, it was drained and turned into a state farm. Le Lac d'Entraînement peu profond de Jiangnan a retenu l'attention dans les textes historiques parce que les gouvernements dynastiques successifs se sont investis pour assurer alimentation saisonnier du Grand Canal par ses eaux. Tous les historiens ont loué les efforts périodiques visant à lui conserver sa fonction d'alimentation et d'irrigation. Parce que les frais d'entretien du lac étaient élevés et les profits limités, il se peut néanmoins que les travaux entrepris pour convertir le lac en terres agricoles étaient plus rentables. Les descriptions des visiteurs nous fournissent d'abondants détails sur les changements environnementaux à long terme que subit la région du Lac. Dans les années 1960, il fut drainé pour y installer une exploitation agricole d'état.

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