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  • 1
    Online Resource
    Online Resource
    Urbanization Challenges in Emerging Economies : Energy and Water Infrastructure; Transportation Infrastructure; and Planning and Financing. (2018)
    Reston :American Society of Civil Engineers,
    Details
    Keywords: Water-supply-Developing countries-Congresses. ; Water resources development-Developing countries-Congresses. ; Sustainable engineering-Congresses. ; Electronic books.
    Description / Table of Contents: This collection contains 81 peer-reviewed papers on building sustainable infrastructure in emerging economies presented at the ASCE India Conference 2017, held in New Delhi, India, December 12-14, 2017.
    Type of Medium: Online Resource
    Pages: 1 online resource (819 pages)
    Edition: 1st ed.
    ISBN: 9780784482025
    URL: https://ebookcentral.proquest.com/lib/geomar/detail.action?docID=5626647
    DDC: 363.61091724
    Language: English
    Note: Intro -- 9780784482025.fm.pdf -- fm.pdf -- Final p i Title Urbanization Challenges 48202 Energy and Water.pdf -- Final p ii Notices Urbanization Challenges 48202 Energy and Water.pdf -- REVISED_Final p iii-iv Preface Urbanization Challenges 48202 Energy and Water.pdf -- Final p v Acknowledgments Urbanization Challenges 48202 Energy and Water.pdf -- toc.pdf -- 9780784482025.001.pdf -- 9780784482025.002.pdf -- 9780784482025.003.pdf -- 9780784482025.004.pdf -- 9780784482025.005.pdf -- 9780784482025.006.pdf -- 9780784482025.007.pdf -- 9780784482025.008.pdf -- 9780784482025.009.pdf -- 9780784482025.010.pdf -- 9780784482025.011.pdf -- 9780784482025.012.pdf -- 9780784482025.013.pdf -- 9780784482025.014.pdf -- 9780784482025.015.pdf -- 9780784482025.016.pdf -- 9780784482025.017.pdf -- 9780784482025.018.pdf -- 9780784482025.019.pdf -- 9780784482025.020.pdf -- 9780784482025.021.pdf -- 9780784482025.022.pdf -- 9780784482025.023.pdf -- 9780784482025.024.pdf -- 9780784482025.025.pdf -- 9780784482025.026.pdf -- 9780784482025.027.pdf -- 9780784482025.028.pdf -- 9780784482025.029.pdf -- 9780784482025.030.pdf -- 9780784482025.031.pdf -- 9780784482025.032.pdf -- 9780784482025.033.pdf -- 9780784482025.034.pdf -- 9780784482025.035.pdf -- 9780784482025.036.pdf -- 9780784482025.037.pdf -- 9780784482025.038.pdf -- 9780784482025.039.pdf -- 9780784482025.040.pdf -- 9780784482025.041.pdf -- 9780784482025.042.pdf -- 9780784482025.043.pdf -- 9780784482025.044.pdf -- 9780784482025.045.pdf -- 9780784482025.046.pdf -- 9780784482025.047.pdf -- 9780784482025.048.pdf -- 9780784482025.049.pdf -- 9780784482025.050.pdf -- 9780784482025.051.pdf -- 9780784482025.052.pdf -- 9780784482025.053.pdf -- 9780784482025.054.pdf -- 9780784482025.055.pdf -- 9780784482025.056.pdf -- 9780784482025.057.pdf -- 9780784482025.058.pdf -- 9780784482025.059.pdf -- 9780784482025.060.pdf. , 9780784482025.061.pdf -- 9780784482025.062.pdf -- 9780784482025.063.pdf -- 9780784482025.064.pdf -- 9780784482025.065.pdf -- 9780784482025.066.pdf -- 9780784482025.067.pdf -- 9780784482025.068.pdf -- 9780784482025.069.pdf -- 9780784482025.070.pdf -- 9780784482025.071.pdf -- 9780784482025.072.pdf -- 9780784482025.073.pdf -- 9780784482025.074.pdf -- 9780784482025.075.pdf -- 9780784482025.076.pdf -- 9780784482025.077.pdf -- 9780784482025.078.pdf -- 9780784482025.079.pdf -- 9780784482025.080.pdf -- 9780784482025.081.pdf.
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  • 2
    Electronic Resource
    Electronic Resource
    Oxidative conversion of a Mn(.mu.-OH)2Mn to a Mn(.mu.-O)2Mn moiety. Synthesis and molecular structures of a (.mu.-hydroxo)dimanganese (II,II) and (.mu.-oxo)dimanganese(III,III) complex with a hindered N3 ligand (1991)
    s.l. : American Chemical Society
    Journal of the American Chemical Society 113 (1991), S. 7757-7758 
    Details
    ISSN: 1520-5126
    Source: ACS Legacy Archives
    Topics: Chemistry and Pharmacology
    Type of Medium: Electronic Resource
    URL: http://dx.doi.org/10.1021/ja00020a045
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    Paper (German National Licenses)
    Fulltext
  • 3
    Electronic Resource
    Electronic Resource
    Erratum: On the structure factor of a hard-sphere solid [J. Chem. Phys. 90, 3305 (1989)] (1989)
    College Park, Md. : American Institute of Physics (AIP)
    The Journal of Chemical Physics 91 (1989), S. 3280-3281 
    Details
    ISSN: 1089-7690
    Source: AIP Digital Archive
    Topics: Physics , Chemistry and Pharmacology
    Type of Medium: Electronic Resource
    URL: http://dx.doi.org/10.1063/1.457674
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  • 4
    Electronic Resource
    Electronic Resource
    On the structure factor of a hard-sphere solid (1989)
    College Park, Md. : American Institute of Physics (AIP)
    The Journal of Chemical Physics 90 (1989), S. 5880-5881 
    Details
    ISSN: 1089-7690
    Source: AIP Digital Archive
    Topics: Physics , Chemistry and Pharmacology
    Type of Medium: Electronic Resource
    URL: http://dx.doi.org/10.1063/1.456396
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    Paper (German National Licenses)
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  • 5
    Electronic Resource
    Electronic Resource
    Innovative Sampling Techniques for Ground Water Monitoring at Hazardous Waste Sites (1984)
    Oxford, UK : Blackwell Publishing Ltd
    Ground water monitoring & remediation 4 (1984), S. 0 
    Details
    ISSN: 1745-6592
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Energy, Environment Protection, Nuclear Power Engineering , Geosciences
    Notes: The authors have recently used several innovative sampling techniques for ground water monitoring at hazardous waste sites. Two of these techniques were used for the first time on the Biscayne Aquifer Super-fund Project in Miami, Florida. This is the largest sampling program conducted so far under the U.S. Environmental Protection Agency (EPA) Superfund Program.One sampling technique involved the use of the new ISCO Model 2600 submersible portable well sampling pump. A compressed air source forces water from the well into the pump casing and then delivers it to the surface (through a pulsating action). This pump was used in wells that could not be sampled with surface lift devices.Another sampling technique involved the use of a Teflon manifold sampling device. The manifold is inserted into the top of the sampling bottle and a peristaltic pump creates a vacuum to draw the water sample from the well into the bottle. The major advantage of using this sampling technique for ground water monitoring at hazardous waste sites is the direct delivery of the water sample into the collection container. In this manner, the potential for contamination is reduced because, prior to delivery to the sample container, the sample contacts only the Teflon, which is well-known for its inert properties.Quality assurance results from the Superfund project indicate that these sampling techniques are successful in reducing cross-contamination between monitoring wells. Analysis of field blanks using organic-free water in contact with these sampling devices did not show any concentration at or above the method detection limit for each priority pollutant.
    Type of Medium: Electronic Resource
    URL: http://dx.doi.org/10.1111/j.1745-6592.1984.tb00890.x
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  • 6
    Electronic Resource
    Electronic Resource
    COMPUTER-OPTIMIZED STORMWATER TREATMENT (COST) PROGRAM: PHILADELPHIA CASE STUDY (1982)
    Oxford, UK : Blackwell Publishing Ltd
    Journal of the American Water Resources Association 18 (1982), S. 0 
    Details
    ISSN: 1752-1688
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Architecture, Civil Engineering, Surveying , Geography
    Notes: : Two computer models, the Continuous Stormwater Pollution Simulation System (CSPSS) and the Computer Optimized Storm-water Treatment Program (COST), were developed to aid in performing water quality planning. This paper describes COST and its site specific applications to the Philadelphia urban area, using the results from an updated CSPSS receiving water simulation. COST provides a planning and conceptual design tool to identify the economically optimum combination of wet weather and dry weather pollution abatement alternatives. Economic analysis procedures incorporated are based on production theory and marginal cost analysis. This study demonstrates that by transforming BOD removal to reduction in low DO events, using CSPSS results, the benefits associated with pollutant removal can be accounted for explicitly by COST simulations. This is important because a pound of BOD removed from combined sewer overflow may be of more benefit to the receiving water than a pound of BOD removed from urban stormwater runoff. The selection of a pollution control strategy is often a difficult decision which should consider social, political, financial, and regulatory factors. It is suggested that such a selection can be based on evaluating the tradeoffs between total annual costs and receiving water improvements, as determined using the COST and CSPSS programs.
    Type of Medium: Electronic Resource
    URL: http://dx.doi.org/10.1111/j.1752-1688.1982.tb00071.x
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  • 7
    Electronic Resource
    Electronic Resource
    PROBLEMS OF WATER RESOURCES PLANNING IN INDIA (1983)
    Oxford, UK : Blackwell Publishing Ltd
    Journal of the American Water Resources Association 19 (1983), S. 0 
    Details
    ISSN: 1752-1688
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Architecture, Civil Engineering, Surveying , Geography
    Notes: Water resources planning in India since the First Five-Year Plan (1951-1956) has been a very important part of national development planning. However, records show that the results of such planning in the last three decades have fallen short of expectations because of various complex factors. Most of the limiting factors are administrative, political, legal, and philosophical, involving premature comprehensive planning, arbitrary selection of plan targets, administrative “red-tape,” ineffective coordination among water resources related departments, and water ownership conflicts among various states and with neighboring countries. Other constraints are related to a lack of adequate dependable data, the inadequacy of project feasibility studies, and a lack of social and political discipline necessary for adequate mobilization of financial resources.
    Type of Medium: Electronic Resource
    URL: http://dx.doi.org/10.1111/j.1752-1688.1983.tb02773.x
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  • 8
    Electronic Resource
    Electronic Resource
    THE BISCAYNE AQUIFER CONTAMINATION: CLEANUP AND PREVENTION (1987)
    Oxford, UK : Blackwell Publishing Ltd
    Journal of the American Water Resources Association 23 (1987), S. 0 
    Details
    ISSN: 1752-1688
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Architecture, Civil Engineering, Surveying , Geography
    Notes: : The Biscayne Aquifer is the sole source of drinking water for approximately three million residents of southeast Florida. Nine hazardous waste sites on the EPA National Priority List overlie this aquifer. Extensive investigation of an 80 square-mile area in metropolitan Miami detected low to moderate levels of toxic contaminants in the ground water, with volatile organic chemicals the most prevalent. The Centers for Disease Control concluded that contamination of the aquifer within the study area poses a serious potential threat to public health. Recommendations for source control and cleanup have been partially carried out. The top few feet of soil at the Miami Drum site have been excavated and relocated; ground water encountered during excavation has been withdrawn and treated, and the Northwest 58th Street Landfill has been closed. Recovery and treatment of ground water from the contaminated area was the recommended cleanup measure and has been approved by EPA and state and local agencies. A preventive action program for the Biscayne Aquifer region was also recommended for implementation by local agencies. This program consists of regulations, waste management practices, construction and treatment guidelines, and public information activities and materials. Implementing this program will help keep the Biscayne Aquifer water drinkable far into the future.
    Type of Medium: Electronic Resource
    URL: http://dx.doi.org/10.1111/j.1752-1688.1987.tb02966.x
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  • 9
    Electronic Resource
    Electronic Resource
    GEOTECHNICAL INVESTIGATIONS DURING DRILLING OF A DEEP DISPOSAL WELL IN DADE COUNTY, FLORIDA (1980)
    Oxford, UK : Blackwell Publishing Ltd
    Ground water 18 (1980), S. 0 
    Details
    ISSN: 1745-6584
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Energy, Environment Protection, Nuclear Power Engineering , Geosciences
    Notes: .A test-injection well was drilled to a depth of 3,200 feet (976 m) to determine the feasibility of deep underground injection of 50 mgd (190,000 m 3/day) ADF of secondary treated waste water in south Dade County, Florida. Geological formation samples and water samples were collected and analyzed during the drilling of the well and geophysical logging was performed in the well at several stages. At this site, the Floridan aquifer extends from a depth of 920 feet (281 m) to 1,680 feet (512 m) and generally consists of limestone which is fossiliferous in part. Water from this aquifer is brackish, with chlorides ranging from 700 mg/l at the top to 15,000 mg/l at the bottom. The strata from 1,680 feet (512 m) to 2,790 feet (851 m) are essentially nonwater-producing and act as a confining bed between the Floridan aquifer and the Boulder Zone.The Boulder Zone begins at 2,790 feet (851 m) in depth and consists of a very hard, fractured, cavernous, dark dolomite. The water from this aquifer is very similar to sea water. The subsurface temperature gradient at this site is reversed from the normal gradient, cooling with depth at an average rate of approximately 0.4° F (0.22°C) per 100 feet (30 m). The injection zone extends from approximately 2,830 feet (863 m) to 2,920 feet (891 m) in depth. Results of pumping tests indicate that the Boulder Zone is very transmissive and has a good confining bed above it.
    Type of Medium: Electronic Resource
    URL: http://dx.doi.org/10.1111/j.1745-6584.1980.tb03426.x
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  • 10
    Electronic Resource
    Electronic Resource
    DEEP WELL DISPOSAL OF SECONDARY EFFLUENT IN DADE COUNTY, FLORIDA (1980)
    Oxford, UK : Blackwell Publishing Ltd
    Journal of the American Water Resources Association 16 (1980), S. 0 
    Details
    ISSN: 1752-1688
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Architecture, Civil Engineering, Surveying , Geography
    Notes: : Data were obtained from drilling and testing of a test injection well for deep underground injection of waste water effluent from the proposed 50-million-gallon-per-day (mgd) South District Regional Wastewater Treatment Plant of the Miami-Dade Water and Sewer Authority, Dade County, Florida. The drilling operation progressed in stages, each stage coverting the strata to be sealed off by the 48-inch, 40-inch, 30-inch, and 20-inch casings, respectively. Total depth of the well is 3,200 feet. The top of the saline, cavernous, dolomitic Boulder Zone was found at 2,790 feet below the surface and is separated from the Floridan aquifer above by approximately 1,100 feet of confining limestone layers. These confining layers were determined, by packer testing, to be very effective. The transmissivity of the Boulder Zone was estimated to be 14 × 106 gallons per day per foot (gpd/ft) from the data obtained from pump out tests. An 8,000-gallon-per-minute (gpm) injection test was conducted to confirm well performance under operating conditions. Based on all of the data obtained, it was concluded that underground injection into the Boulder Zone of secondary waste water effluent from the proposed treatment plant is feasible, both hydraulically and environmentally. A monitoring system was proposed to provide a record of the effects of injection on the subsurface environment.
    Type of Medium: Electronic Resource
    URL: http://dx.doi.org/10.1111/j.1752-1688.1980.tb02492.x
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