Bibliografías temáticas / Storm sewers

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Literatura académica sobre el tema "Storm sewers"

Autor: Grafiati
Publicado: 4 de junio de 2021
Última modificación: 31 de julio de 2024

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Artículos de revistas sobre el tema "Storm sewers"

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Baur, R., and R. Herz. "Selective inspection planning with ageing forecast for sewer types." Water Science and Technology 46, no. 6-7 (September 1, 2002): 389–96. http://dx.doi.org/10.2166/wst.2002.0704.

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Investments in sewer rehabilitation must be based on inspection and evaluation of sewer conditions with respect to the severity of sewer damage and to environmental risks. This paper deals with the problems of forecasting the condition of sewers in a network from a small sample of inspected sewers. Transition functions from one into the next poorer condition class, which were empirically derived from this sample, are used to forecast the condition of sewers. By the same procedure, transition functions were subsequently calibrated for sub-samples of different types of sewers. With these transit
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Ingole, Prof Y. R. "Design and Development of a Manual Controlled Mobile Robot for Inspection of Cracks in Storm Sewer Using Machine Learning." International Journal for Research in Applied Science and Engineering Technology 12, no. 4 (April 30, 2024): 2895–900. http://dx.doi.org/10.22214/ijraset.2024.60538.

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Abstract: The aim of this study is to develop a "Design and Development of a Manually Controlled Mobile Robot for Inspection of Cracks in Storm Sewers using Machine Learning" with the objective of mitigating human involvement in labour-intensive and hazardous environments. Storm sewers often present challenging conditions for inspection, including toxic chemicals, fluids, and narrow or inaccessible spaces that are unsafe for human entry. These conditions necessitate the use of robots to conduct inspections and identify cracks and blockages within the sewer system. The proposed model is an in-p
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Schilperoort, Rémy, Holger Hoppe, Cornelis de Haan, and Jeroen Langeveld. "Searching for storm water inflows in foul sewers using fibre-optic distributed temperature sensing." Water Science and Technology 68, no. 8 (October 1, 2013): 1723–30. http://dx.doi.org/10.2166/wst.2013.419.

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A major drawback of separate sewer systems is the occurrence of illicit connections: unintended sewer cross-connections that connect foul water outlets from residential or industrial premises to the storm water system and/or storm water outlets to the foul sewer system. The amount of unwanted storm water in foul sewer systems can be significant, resulting in a number of detrimental effects on the performance of the wastewater system. Efficient removal of storm water inflows into foul sewers requires knowledge of the exact locations of the inflows. This paper presents the use of distributed tem
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McIlhatton, T. D., R. M. Ashley, and S. J. Tait. "Improved formulations for rapid erosion of diverse solids in combined sewers." Water Science and Technology 52, no. 5 (September 1, 2005): 143–50. http://dx.doi.org/10.2166/wst.2005.0128.

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For more than a decade, research carried out in Scotland has investigated the movement of sediment in sewers and the associated pollutant release. Pollution by discharges from combined sewer overflows can adversely affect watercourses, particularly those in urban areas. Solids and dissolved contaminants, many derived from in-sewer deposits during a storm event, can be especially significant. This phenomenon can occur during events known as ‘foul flushes’. In combined sewers these typically occur in the initial period of storm flows, when the concentration of suspended sediments and other pollu
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Arthur, S., and R. M. Ashley. "The influence of near bed solids transport on first foul flush in combined sewers." Water Science and Technology 37, no. 1 (January 1, 1998): 131–38. http://dx.doi.org/10.2166/wst.1998.0032.

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The problems associated with deposited sediments in sewers, and their transport through sewer systems have been the subject of detailed fieldwork programmes in the UK, and elsewhere in Europe. Existing laboratory, and some field based research exercises have focused on the relatively small, discrete particles. It is clear, however, that combined sewer systems have inputs which comprise of a significant proportion of large organic solids (faecal and food wastes), as well as the finer range of particle sizes. The increased concern regarding CSO spills into the environment has fuelled the recent
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Xu, Zuxin, Jun Wu, Huaizheng Li, Zhenghua Liu, Keli Chen, Hao Chen, and Lijun Xiong. "Different erosion characteristics of sediment deposits in combined and storm sewers." Water Science and Technology 75, no. 8 (February 8, 2017): 1922–31. http://dx.doi.org/10.2166/wst.2017.076.

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To investigate the different erosion patterns of sediments in combined and storm sewers, sediments from three separate sewer systems and two combined sewer systems in urban Shanghai were collected for the flushing experiments. These experiments were conducted with different consolidation periods and shear velocities. As the consolidation period increases, dissolved oxygen exhibits a positive effect on the microbial transformations of organic substrates. Potential structural changes and separations of the surface and bottom layers of sediments are observed. The results also reveal that the orga
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Ruan, Mingchaun, and Jan B. M. Wiggers. "Application of time-series analysis to urban storm drainage." Water Science and Technology 36, no. 5 (September 1, 1997): 125–31. http://dx.doi.org/10.2166/wst.1997.0180.

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In urban storm drainage, deterministic models, such as SWMM, HydroWorks and MOUSE are commonly used. However, comprehensive research programmes, including field surveys, have indicated that most processes related to urban storm drainage have stochastic characteristic, like the occurrence of rainfall events, the processes of rainfall-runoff and flow routing in sewer networks3etc.. Particularly, sediments found in sewers either in suspension or in deposition, cannot be considered as having a unique entity. Inhomogeneity and randomness are just the nature of sewer sediment behaviour. Most data re
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Coghlan, Brian P., Richard M. Ashley, and George M. Smith. "Empirical equations for solids transport in combined sewers." Water Science and Technology 33, no. 9 (April 1, 1996): 77–84. http://dx.doi.org/10.2166/wst.1996.0181.

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An investigation of the transport of solids in combined sewers during both dry weather flow (DWF) periods and storms is described. The study was based on data obtained from a number of sites in the combined sewer system of Dundee, Scotland. The relationship between hydraulic conditions in a combined sewer and the transport of solids in suspension was examined. The aim was to arrive at a methodology by which an appropriate model could be selected or developed which would predict solids transport rates given information on hydraulic conditions. It was found that for individual sites, site-specif
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Vollertsen, J., and T. Hvitved-Jacobsen. "Exfiltration from gravity sewers: a pilot scale study." Water Science and Technology 47, no. 4 (February 1, 2003): 69–76. http://dx.doi.org/10.2166/wst.2003.0223.

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Pilot-scale experiments were conducted on exfiltration of wastewater from gravity sewers. The effect of storm events, flushing of pipes and alternating infiltration/exfiltration were simulated. Exfiltration through different types of sewer leaks and into different soils were studied. It was found that the exfiltration rate became constant after some days of exfiltration. It stayed constant for the duration of the experiments, which typically spanned over some weeks. The exfiltration was governed by the development of a clogging zone at the sewer leak and could be characterized by a leakage fac
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Pan, Gang, Bao Wang, Shuai Guo, Wenming Zhang, and Stephen Edwini-Bonsu. "Statistical analysis of sewer odour based on 10-year complaint data." Water Science and Technology 81, no. 6 (March 15, 2020): 1221–30. http://dx.doi.org/10.2166/wst.2020.217.

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Abstract The City of Edmonton has been suffering from sewer odour problem for many years. Ten years of odour complaints data from 2008 to 2017 were statistically analyzed to identify major factors that relate to the odour problem. Spatial and temporal distributions of odour complaints in the city were first presented. Then relationships between the complaints and physical attributes of the sewer systems were analyzed by introducing a parameter of risk index. It was found that the snowmelt and storm events could possibly reduce odour complaints. Old sewer pipes and large drop structures are sta
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Tesis sobre el tema "Storm sewers"

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Kuhail, Z. S. A. "Sediment transport in storm sewers." Thesis, University of Salford, 1989. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.234631.

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Mat, Suki R. B. "Sediment transport in storm sewers." Thesis, University of Salford, 1987. http://usir.salford.ac.uk/43025/.

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Literature survey made in this research indicated that the roughness has a significant effect on the design of a self-cleansing sewer. A conceptual model was therefore developed taking into account the effect of roughness in the sediment transport in sewers. This model was later tested against experimental data obtained from a test rig. The rig had a pipe which was specially fabricated in two halves so that it could be divided to coat the interior with uniform sand grains to provide roughness. The experimental data shows a good correlation with the model developed. Two relationships i.e. for s
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McCutcheon, Matthew D. "Modeling Exfiltrating Storm Sewers Using SWMM." University of Cincinnati / OhioLINK, 2010. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1282569476.

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Susai, Manickam Sheeba Rose Mary. "Dimensionless Design Charts for Exfiltration in Storm Sewers." University of Cincinnati / OhioLINK, 2012. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1342544885.

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Elgendy, Mohamed Moustafa M. A. "Condition assessment and data integration for GIS-based storm water drainage infrastructure management systems." To access this resource online via ProQuest Dissertations and Theses @ UTEP, 2008. http://0-proquest.umi.com.lib.utep.edu/login?COPT=REJTPTU0YmImSU5UPTAmVkVSPTI=&clientId=2515.

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Wong, Ka-chung Colin. "Hydraulics of bottom rack chamber for supercritical flow diversion." Click to view the E-thesis via HKUTO, 2009. http://sunzi.lib.hku.hk/hkuto/record/B42664469.

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Kavanaugh, Michael David Kennedy James. "Influence of stormwater drainage facilities on mosquito communities within the city of Denton, Texas." [Denton, Tex.] : University of North Texas, 2008. http://digital.library.unt.edu/permalink/meta-dc-9765.

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Watkins, Edwin W. "Extended stormwater detention basin design for pollutant removal." Thesis, This resource online, 1993. http://scholar.lib.vt.edu/theses/available/etd-08042009-040522/.

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Ng, Warren Heng Wan. "Identification, transport and treatment of adhered deleterious substances of stormwater in an urban catchment thesis submitted in fulfilment of the degree of Doctor of Philosophy, Earth & Oceanic Sciences Research Institute, Auckland University of Technology, August 2004 /." Full thesis. Abstract, 2004. http://puka2.aut.ac.nz/ait/theses/NgW.pdf.

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Ota, Jose Junji. "Effect of particle size and gradation on sediment transport in storm sewers." Thesis, University of Newcastle upon Tyne, 1999. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.299669.

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Libros sobre el tema "Storm sewers"

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Risk Reduction Engineering Laboratory (U.S.), ed. Storm and combined sewer overflow: An overview of EPA's research program. Cincinnati, OH: U.S. Environmental Protection Agency, 1990.

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Kuhail, Zaher Saa'di A. Sediment transport in storm sewers. Salford: University of Salford, 1989.

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Suki, Ramli Bin Mat. Sediment transport in storm sewers. Salford: University of Salford, 1987.

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K, Bakker. De vuiluitworp van gescheiden rioolstelsels. ʼs-Gravenhage: Ministerie van Volkshuisvesting, Ruimtelijke Ordening en Milieubeheer, 1988.

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K, Bakker. De vuiluitworp van gemengde rioolstelsels: Eindrapport. ʼs-Gravenhage: Ministerie van Volkshuisvesting, Ruimtelijke Ordening en Milieubeheer, 1989.

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Richard, Field. Storm and combined sewer pollution control: A compilation of significant references. Cincinnati, Ohio: Risk Reduction Engineering Laboratory, Office of Research and Development, U.S. Environmental Protection Agency, 1991.

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Richard, Field, Everson Francine, and Risk Reduction Engineering Laboratory (U.S.), eds. Storm and combined sewer pollution control: A compilation of significant references. Cincinnati, Ohio: Risk Reduction Engineering Laboratory, Office of Research and Development, U.S. Environmental Protection Agency, 1992.

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Committee, New York Nonpoint Source Coordinating. Storm sewers--: The rivers beneath our feet. [Washington, D.C.?: U.S. Dept. of Agriculture, Soil Conservation Service, 1994.

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Committee, New York Nonpoint Source Coordinating. Storm sewers--: The rivers beneath our feet. [Washington, D.C.?: U.S. Dept. of Agriculture, Soil Conservation Service, 1994.

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New York Nonpoint Source Coordinating Committee. Storm sewers--: The rivers beneath our feet. [Washington, D.C.?: U.S. Dept. of Agriculture, Soil Conservation Service, 1994.

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Capítulos de libros sobre el tema "Storm sewers"

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Ssempeera, Patrick. "Structural aspects of storm sewers." In Integrated Drainage Systems Planning and Design for Municipal Engineers, 269–97. London: CRC Press, 2023. http://dx.doi.org/10.1201/9781003255550-8.

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Guo, James C. Y. "Storm sewer system design." In Urban Flood Mitigation and Stormwater Management, 329–72. Boca Raton, FL : CRC Press, [2017]: CRC Press, 2017. http://dx.doi.org/10.1201/b21972-12.

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Guo, James C. Y., Wenliang Wang, and Junqi Li. "Storm sewer system design." In Urban Drainage and Storage Practices, 235–56. Boca Raton: CRC Press, 2022. http://dx.doi.org/10.1201/9781003284239-13.

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Lindberg, Sten, and Jørgen Bo Nielsen. "Modelling of Urban Storm Sewer Systems." In Applications of Artificial Intelligence in Engineering Problems, 687–96. Berlin, Heidelberg: Springer Berlin Heidelberg, 1986. http://dx.doi.org/10.1007/978-3-662-21626-2_55.

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Salam, Abdul. "Storm and Stream Technologies." In Internet of Things in Smart Sewer and Drainage Systems, 7–16. Cham: Springer International Publishing, 2023. http://dx.doi.org/10.1007/978-3-031-48109-3_2.

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Seward, Anna. "On the Violent Thunder Storms." In The Collected Poems of Anna Seward Volume 1, 227–28. London: Routledge, 2015. http://dx.doi.org/10.4324/9781315642451-136.

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Burrows, R., and W. Wang. "Determination of Spill Characteristics of Combined Sewer Overflows and Coastal Storm Outfalls." In Water Pollution: Modelling, Measuring and Prediction, 265–78. Dordrecht: Springer Netherlands, 1991. http://dx.doi.org/10.1007/978-94-011-3694-5_19.

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Lim, Oseong, Young Hwan Choi, and Joong Hoon Kim. "Storm Water Management Model Parameter Optimization in Urban Watershed Using Sewer Level Data." In Advances in Hydroinformatics, 367–76. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-5436-0_28.

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Lim, Oseong, Young Hwan Choi, Do Guen Yoo, and Joong Hoon Kim. "Parameter Estimation of Storm Water Management Model with Sewer Level Data in Urban Watershed." In Advances in Intelligent Systems and Computing, 70–75. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-31967-0_8.

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Pfeifer, R., and H. H. Hahn. "The Need for Advanced Treatment of Storm-Water Run-Off from Separate Sewer Systems." In Innovations in Flotation Technology, 521–25. Dordrecht: Springer Netherlands, 1992. http://dx.doi.org/10.1007/978-94-011-2658-8_28.

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Actas de conferencias sobre el tema "Storm sewers"

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Karvinen, T., and R. Karvinen. "Two-Objective Shape Optimization of Sewers." In ASME 2008 Fluids Engineering Division Summer Meeting collocated with the Heat Transfer, Energy Sustainability, and 3rd Energy Nanotechnology Conferences. ASMEDC, 2008. http://dx.doi.org/10.1115/fedsm2008-55259.

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Hydraulic characteristics of different sewer shapes are studied. The sewer must carry a very large flow rate for example in storm conditions, but most of the time there is very little flow at the bottom. This causes sedimentation of particles, which is avoided by having a high flow velocity. These are contradicting objectives in sewer design and therefore yield a multi-objective optimization problem. It is shown using a shape optimization procedure, that hydraulic characteristics of existing sewers can be improved. Using the optimization scheme, the Pareto-optimal solution of a shape optimizat
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Najafi, Mohammad, and Lynn Osborn. "Trenchless Renewal of Culverts and Storm Sewers." In International Pipelines Conference 2008. Reston, VA: American Society of Civil Engineers, 2008. http://dx.doi.org/10.1061/40994(321)71.

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Najafi, Mohammad, and Lynn Osborn. "ASCE Manual on Trenchless Renewal of Storm Sewers and Culverts." In International Conference on Pipelines and Trenchless Technology (ICPTT) 2009. Reston, VA: American Society of Civil Engineers, 2009. http://dx.doi.org/10.1061/41073(361)101.

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Kaddoura, Khalid, Chris Macey, Harry Krinas, Peter Commisso, and John Vraets. "Inspection Prioritization Framework and Implementation for Combined, Sanitary, and Storm Sewers." In Pipelines 2023. Reston, VA: American Society of Civil Engineers, 2023. http://dx.doi.org/10.1061/9780784485033.043.

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Jeyapalan, Jey K. "Municipal Optical Fiber through Existing Sewers, Storm Drains, Drinking Waterlines, and Gas Pipes May Complete the Last Mile." In Pipeline Engineering and Construction International Conference 2003. Reston, VA: American Society of Civil Engineers, 2003. http://dx.doi.org/10.1061/40690(2003)97.

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Prakash, Ved, Dhruba Jyoti Sarmah, and Rajib Kumar Bhattacharjya. "Automated Calibration of the EPA-SWMM Model for an Impact of Land Use and Land Cover Changes on Peak Discharge for a Sub-Urban Catchment of Delhi." In The 2nd International Conference on Civil Infrastructure and Construction. Qatar University Press, 2023. http://dx.doi.org/10.29117/cic.2023.0174.

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The Environmental Protection Agency's (EPA) Storm Water Management Model (SWMM), USA is a dynamic hydrologic-hydraulic model that simulates the amount and quality of runoff from urban areas. It is broadly used for planning, analysing, and designing storm water runoff, combined and sanitary sewers, and other urban drainage systems. SWMM can solely be used to do the modelling of urban drainage systems. However, SWMM can be automated and convert model files to and from GIS data using R programming, allowing for more in-depth analysis and visualization. Automatic calibration is also a promising al
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Seyhan, M. Halid, and Tiina M. Komulainen. "Control strategies preventing wastewater overflow in Oslo." In 63rd International Conference of Scandinavian Simulation Society, SIMS 2022, Trondheim, Norway, September 20-21, 2022. Linköping University Electronic Press, 2022. http://dx.doi.org/10.3384/ecp192005.

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As climate change intensifies storms, larger rainwater volumes load the sewage network systems above the design capacity and escalate the risk of combined sewer wastewater overflow to natural waterways. Accordingly, the control challenge is to prevent the combined sewer overflow by adjusting the manipulated variables, such as pumps and gates, in the sewage network system. The aim of this study is to (1) compare traditional and predictive control strategies to four different storm scenarios, and to (2) quantify the preventive effect of these control strategies on wastewater overflow. The case s
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Liu, Xingpo. "Storm Events-Oriented Design Method for Urban Storm Sewer System." In International Conference on Pipelines and Trenchless Technology (ICPTT) 2009. Reston, VA: American Society of Civil Engineers, 2009. http://dx.doi.org/10.1061/41073(361)206.

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Larsen, Jens Peter. "Storm Sewer Rehab Utilizing Trenchless Technologies." In National Conference on Environmental and Pipeline Engineering. Reston, VA: American Society of Civil Engineers, 2000. http://dx.doi.org/10.1061/40507(282)32.

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Sokáč, Marek, and Marta Jerković. "Modelling of Combined Sewer Overflow Impacts on the Receiving Water Quality: Case Studies Hron and Drava." In Environmental Engineering. VGTU Technika, 2017. http://dx.doi.org/10.3846/enviro.2017.089.

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Paper analyses the influences of combined sewer overflows (CSO’s), on the receiving water quality, but generally deals also with various types of storm water management in urban areas. The first case study analyses the impacts of the continuous (wastewater treatment plant in the town Osijek) and discontinuous pollution sources (CSO’s in the town Osijek) on the quality of the receiving water – the Drava river (Croatia). The second modelling case study was performed on the river Hron (Slovak republic). In this study, the impacts on the water quality from combined sewer overflows form the biggest
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Informes sobre el tema "Storm sewers"

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Clausen, Jay, D. Moore, K. Miller, and L. Haines-Ecklund. VI preferential pathways of a large government building. Engineer Research and Development Center (U.S.), February 2022. http://dx.doi.org/10.21079/11681/43260.

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Trichloroethylene (TCE) releases from leaks and spills next to a large government building occurred over several decades with the most recent event occurring 20 years ago. In response to a perceived conventional vapor intrusion (VI) issue a sub-slab depressurization system (SSDS) was installed 6 years ago. The SSDS is operating within design limits and has achieved building TCE vapor concentration reductions. However, subsequent periodic TCE vapor spikes based on daily HAPSITE™ measurements indicate additional source(s). Two rounds of smoke tests conducted in 2017 and 2018 involved introductio
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Clausen, Jay, D. Moore, L. Cain, and K. Malinowski. VI preferential pathways : rule or exception. Engineer Research and Development Center (U.S.), July 2021. http://dx.doi.org/10.21079/11681/41305.

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Trichloroethylene (TCE) releases from leaks and spills next to a large government building occurred over several decades with the most recent event occurring 20 years ago. In response to a perceived conventional vapor intrusion (VI) issue a sub-slab depressurization system (SSDS) was installed 6 years ago. The SSDS is operating within design limits and has achieved building TCE vapor concentration reductions. However, subsequent periodic TCE vapor spikes based on daily HAPSITE™ measurements indicate additional source(s). Two rounds of smoke tests conducted in 2017 and 2018 involved introductio
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Chiang, Edwin. Successful Municipal Separate Storm Sewer System Programs Implemented in the Navy - NESDI #494. Fort Belvoir, VA: Defense Technical Information Center, June 2014. http://dx.doi.org/10.21236/ada614566.

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Butler, Afrachanna, Catherine Thomas, Nathan Beane, Anthony Bednar, and William Frederick. Phytomanagement of soil and groundwater at the Niagara Falls Storage Site (NFSS) using hybridized trees. Engineer Research and Development Center (U.S.), September 2021. http://dx.doi.org/10.21079/11681/42083.

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The Manhattan Engineer District previously used the 191-acre Niagara Falls Storage Site (NFSS) in Niagara County, New York, to store radioactive residues and wastes from uranium (U) ore processing. At present, management practices will determine whether enhanced evapotranspiration rates produced by hybridized shrub willow cuttings planted in 2016 will affect groundwater hydrology. Two shrub willow varieties were planted in an approximately one-half acre area to examine growth performance along a U impacted sanitary sewer line. Additionally, control plots will compare the effectiveness of shrub
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Deal, Kathie Jennette. Updated Stormwater Management Program Plan: For coverage under the National Pollutant Discharge Elimination System Municipal Separate Storm Sewer System Permit for stormwater discharges within the Middle Rio Grande Watershed (v.3). Office of Scientific and Technical Information (OSTI), August 2017. http://dx.doi.org/10.2172/1527315.

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Schilling, Bradley. Joint Comments from the Department of Energy, National Nuclear Security Administration (DOE NNSA) Los Alamos Field Office and Triad National Security, LLC on the U.S. Environmental Protection Agency’s New Mexico State-Wide Municipal Separate Storm Sewer System Strawman General Permit. Office of Scientific and Technical Information (OSTI), April 2024. http://dx.doi.org/10.2172/2342043.

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Development and testing of highway storm-sewer flow measurement and recording system. US Geological Survey, 1985. http://dx.doi.org/10.3133/wri854111.

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