المؤلفون: El khansa Lameche, Hamouda Boutaghane, Mohamed Saber, Karim I. Abdrabo, A. Malek Bermad, Messsoud Djeddou, Tayeb Boulmaiz, Sameh A. Kantoush, Tetsuya Sumi

المصدر: Water Science and Technology, Vol 88, Iss 7, Pp 1635-1656 (2023)

مصطلحات موضوعية: climate change, flood mitigation, flood vulnerability, mike urban mouse, policymakers, urban sewer systems, Environmental technology. Sanitary engineering, TD1-1066

وصف الملف: electronic resource

العلاقة: http://wst.iwaponline.com/content/88/7/1635Test; https://doaj.org/toc/0273-1223Test; https://doaj.org/toc/1996-9732Test

الوصول الحر: https://doaj.org/article/c1bcd8ebf2744db9a506eb91a767ddd5Test

المؤلفون: Yangjun Zhou, Xiang Li, Ruibin Wu, Longtian Guo, Hailong Yin

المصدر: Water Research X, Vol 21, Iss , Pp 100205- (2023)

مصطلحات موضوعية: Urban sewer, Distributed temperature sensing, Sewer detection, Data driven analysis, Inflow and infiltration, Environmental technology. Sanitary engineering, TD1-1066

وصف الملف: electronic resource

العلاقة: http://www.sciencedirect.com/science/article/pii/S2589914723000415Test; https://doaj.org/toc/2589-9147Test

الوصول الحر: https://doaj.org/article/d7ee2a7a4455487995c6132d0d28cce7Test

المؤلفون: Likai Li, Yiwei Li, Ping Song, Bingjie Fang, Haibo Xia, Yeyuan Xiao, Lu Ma, Yue Guo, Zhongrui Bai, Jiawen Wang

المصدر: Water, Vol 15, Iss 19, p 3339 (2023)

مصطلحات موضوعية: three-dimensional excitation–emission matrix–parallel factor analysis, groundwater infiltration, urban sewer network, fluorescent signature components, dissolved organic matter, Hydraulic engineering, TC1-978, Water supply for domestic and industrial purposes, TD201-500

وصف الملف: electronic resource

العلاقة: https://www.mdpi.com/2073-4441/15/19/3339Test; https://doaj.org/toc/2073-4441Test

الوصول الحر: https://doaj.org/article/1465ddf0972645d5998d6a9d82b546e1Test

المؤلفون: Raphaël A. H. Kilsdonk, Anouk Bomers, Kathelijne M. Wijnberg

المصدر: Hydrology; Volume 9; Issue 6; Pages: 105

مصطلحات موضوعية: machine learning, sewer model, LSTM neural network, urban sewer flooding

جغرافية الموضوع: agris

وصف الملف: application/pdf

العلاقة: Hydrological and Hydrodynamic Processes and Modelling; https://dx.doi.org/10.3390/hydrology9060105Test

الإتاحة: https://doi.org/10.3390/hydrology9060105Test

المؤلفون: Basto Hernández, Laura Sofía

المساهمون: Saldarriaga Valderrama, Juan Guillermo, Plazas Tuttle, Jaime Guillermo, Martínez Solano, Javier, Iglesias Rey, Pedro Luis, Kapelan, Zoran, Farmani, Raziyeh, Facultad de Ingeniería::Centro de Investigaciones en Acueductos y Alcantarillados - Ciacua

مصطلحات موضوعية: Free-surface flow to pressurized flow, Pressurization, Urban sewer system, Transition, Slope, Urban dreinage, Physical model, Experimental study, Ingeniería

وصف الملف: 82 páginas; application/pdf

العلاقة: Abdellatif, M., Atherton, W., & Alkhaddar, R. (2012). Future Challenges in Urban Drainage Systems Under Global Warming. Causes, Impacts and Solutions to Global Warming, 195–210. https://doi.org/10.1007/978-1-4614-7588-0_12Test; Aguirre-Mendoza, A., Oyuela, S., Espinoza, H., Coronado-Hernández, O., Fuertes-Miquel, V., & Paternina-Verona, D. (2021). 2d cfd modeling of rapid water filling with air valves using openfoam. Water, 13(21). https://doi.org/https://doi.org/10.3390/w13213104Test; Akan, O., & Seshadri, I. (2021). Hydraulic Structures. In Open Channel Hydraulics (2nd ed.). https://www.sciencedirect.com/topics/engineering/crested-weirTest; Allende-Prieto, C., Méndez-Fernández, B. I., Sañudo-Fontaneda, L. A., & Charlesworth, S. M. (2018). Development of a geospatial data-based methodology for stormwater management in urban areas using freely-available software. International Journal of Environmental Research and Public Health, 15(8). https://doi.org/10.3390/ijerph15081703Test; Aureli, F., Dazzi, S., Maranzoni, A., & Mignosa, P. (2015). Validation of single- and two-equation models for transient mixed flows: A laboratory test case. Journal of Hydraulic Research, 53(4), 440–451. https://doi.org/10.1080/00221686.2015.1038324Test; Bousso, S., Daynou, M., & Fuamba, M. (2013). Numerical Modeling of Mixed Flows in Storm Water Systems: Critical Review of Literature. Journal of Hydraulic Engineering, 139(4), 385–396. https://doi.org/10.1061Test/(asce)hy.1943-7900.0000680; Capart, H., Sillen, X., & Zech, Y. (1997). Numerical and experimental water transients in sewer pipes. Journal of Hydraulic Research, 35(5), 659–672. https://doi.org/10.1080/00221689709498400Test; Cardie, B. J. A., & Member, A. (1989). The instrumentation consists of 10 capacitive wave probes and 6 pressure transducers . Seven of the wave probes are positioned at 20 ft ( 6 . 1 m ) in- tervals along the pipe , as shown in Fig . 1 . The other three wave probes are used to monitor the dept. 115(2), 169–182.; Cardle, J. A., & Song, C. (1989). Measurements of mixed transient flows. 115(2), 169–182.; Dabrowski, W., & Piaseczny, G. (2000). Numerical simulation of domestic wastewater sewer performance. Lakes and Reservoirs: Science, Policy and Management for Sustainable Use, 5(2), 93–97. https://doi.org/10.1046/j.1440-1770.2000.00102Test; Dally, J. W., Riley, W., & McConnell, K. (1993). Instrumentation for Engineering Measurements (2nd ed.). John Wiley and Sons. https://www.lmnoeng.com/TankDischarge.phpTest; Duque, N., Duque, D., Aguilar, A., & Saldarriaga, J. (2020). Sewer network layout selection and hydraulic design using a mathematical optimization framework. Water (Switzerland), 12(12). https://doi.org/10.3390/w12123337Test; Duque, N., Duque, D., & Saldarriaga, J. (2016). A new methodology for the optimal design of series of pipes in sewer systems. Journal of Hydroinformatics, 18(5), 757–772. https://doi.org/10.2166/hydro.2016.105Test; Eldayih, Y., Cetin, M., & Vasconcelos, J. G. (2020). Air-Pocket Entrapment Caused by Shear Flow Instabilities in Rapid-Filling Pipes. Journal of Hydraulic Engineering, 146(4). https://doi.org/10.1061Test/(asce)hy.1943-7900.0001711; Ferreri, G. B., Ciraolo, G., & Lo Re, C. (2014a). Flow hydraulic characteristics determining the occurrence of either smooth or abrupt sewer pressurization. Journal of Hydraulic Research, 52(5), 676–683. https://doi.org/10.1080/00221686.2014.917727Test; Ferreri, G. B., Ciraolo, G., & Lo Re, C. (2014b). Storm sewer pressurization transient - An experimental investigation. Journal of Hydraulic Research, 52(5), 666–675. https://doi.org/10.1080/00221686.2014.917726Test; Fuamba, M. (2002). Contribution on transient flow modelling in storm sewers. Journal of Hydraulic Research, 40(6), 685–693. https://doi.org/https://doi.org/10.1080/00221680209499915Test; Fuertes-Miquel, V. S., & Iglesias-Rey, P. L. (2015). Discussion of “Numerical Modeling of Mixed Flows in Storm Water Systems: Critical Review of Literature” by Samba Bousso, Mathurin Daynou, and Musandji Fuamba. Journal of Hydraulic Engineering, 141(2), 1–2. https://doi.org/10.1061Test/(asce)hy.1943-7900.0000863; Gómez, M., & Achiaga, V. (2001). Mixed flow modelling produced by pressure fronts from upstream and downstream extremes. Urban Drainage Modeling, 461–470. https://doi.org/10.1061/40583Test(275)44; Goormans, T., Engelen, D., Bouteligier, R., Willems, P., & Berlamont, J. (2009). Design of self-cleansing sanitary sewer systems with the use of flushing devices. Water Science and Technology, 60(4), 901–908. https://doi.org/10.2166/wst.2009.430Test; Guo, Q., & Song, C. C. S. (1990). Surging in Urban Storm Drainage Systems. 116(12), 1523–1537.; Hamam, M. A., & McCorquodale, J. A. (1982). Transient Conditions in the Transition From Gravity To Surcharged Sewer Flow. Canadian Journal of Civil Engineering, 9(2), 189–196. https://doi.org/10.1139/l82-022Test; León, A., Ghidaoui, M., Schmidt, A., & García, M. (2010). A robust two-equation model for transient-mixed flows. Journal of Hydraulic Research, 48(1), 44–56. https://doi.org/https://doi.org/10.1080/00221680903565911Test; Li, J., & McCorquodale, A. (1999). Modeling Mixed Flow in Storm Sewers. Journal of Hydraulic Engineering, 125(11), 1170–1180. https://doi.org/10.1061Test/(ASCE)0733-9429(1999)125:11(1170); Li, J., & McCorquodale, A. (2001). Modeling the transition from gravity to pressurized flows in sewers. Urban Drainage Modeling, 134–145. https://doi.org/10.1061/40583Test(275)14; Mahmud, M., & Widodo, W. (2017). Numerical simulation of flow through pipe with magnitude of valve opening as variant at re 2×105. https://doi.org/https://doi.org/10.1063/1.4968266Test; Montes, C., Ariza, A., Camargo, D., Sanchez, F., Carvajal, J., & Saldarriaga, J. (2022). Experimental approach of free flow to pressurized flow in sewer pipes: upstream to downstream pressurization. Journal of Hydraulic Research, 60(6), 907–921. https://doi.org/10.1080/00221686.2022.2076165Test; Muñoz, R. (2023). Análisis hidrológico de como producir hietogramas de diseño de sistemas de alcantarillado de aguas lluvias teniendo en cuenta el cambio climático [Universidad de los Andes, Bogotá, Colombia]. http://hdl.handle.net/1992/69434Test; Nguyen, L. Van, Bui, D. T., & Seidu, R. (2022). Comparison of Machine Learning Techniques for Condition Assessment of Sewer Network. IEEE Access, 10(October), 124238–124258. https://doi.org/10.1109/ACCESS.2022.3222823Test; Palau, C., Bomfim, G., Azevedo, B., & Peralta, I. (2020). Numerical study of upstream disturbances on the performance of electromagnetic and ultrasonic flowmeters. Scientia Agricola, 77(4). https://doi.org/https://doi.org/10.1590/1678-992x-2018-0208Test; Petrie, B. (2021). A review of combined sewer overflows as a source of wastewater-derived emerging contaminants in the environment and their management. Environmental Science and Pollution Research, 28(25), 32095–32110. https://doi.org/10.1007/s11356-021-14103-1Test; Pozos-Estrada, O., Pothof, I., Fuentes-Mariles, O. A., Dominguez-Mora, R., Pedrozo-Acuña, A., Meli, R., & Peña, F. (2015). Failure of a drainage tunnel caused by an entrapped air pocket. Urban Water Journal, 12(6), 446–454. https://doi.org/10.1080/1573062X.2015.1041990Test; Romero, G., Fuertes-Miquel, V., Coronado-Hernández, O., Ponz-Carcelén, R., & Biel-Sanchis, F. (2020). Transient phenomena generated in emptying operations in large-scale hydraulic pipelines. Water, 12(8). https://doi.org/https://doi.org/10.3390/w12082313Test; Saldarriaga, J., Herrán, J., Iglesias-rey, P. L., Saldarriaga, J., Herrán, J., Optimal, P. L. I., Saldarriaga, J., & Herrán, J. (2023). Optimal Sewer Network Design for Cities in Hilly Regions Optimal. Urban Water Journal, 20(8), 1052–1062. https://doi.org/10.1080/1573062X.2023.2229303Test; Song, C. C. S., & Cardle, J. A. (1983). Transient Mixed-Flow Models for Storm Sewer Systems. 109(11), 360–367.; Sundstrom, L., & Cervantes, M. J. (2017). Transient wall shear stress measurements and estimates at high Reynolds numbers. Flow Measurement and Instrumentation, 58, 112–119. https://doi.org/https://doi.org/10.1016/j.flowmeasinst.2017.10Test. 003; Szeląg, B., Kiczko, A., Łagód, G., & De Paola, F. (2021). Relationship Between Rainfall Duration and Sewer System Performance Measures Within the Context of Uncertainty. Water Resources Management, 35(15), 5073–5087. https://doi.org/10.1007/s11269-021-02998-xTest; Taylor, J., Sinopoli, B., & Messner, W. (2010). Nonlinear modeling of butterfly valves and flow rate control using the circle criterion bode plot. https://doi.org/https://doi.org/10.1109/acc.2010.5531376Test; Trajkovic, B., Ivetic, M., Calomino, F., & D’Ippolito, A. (1999). Investigation of transition from free surface to pressurized flow in a circular pipe. Water Science and Technology, 39(9), 105–112. https://doi.org/10.1016/S0273-1223Test(99)00222-X; Trenberth, K. E., Dai, A., Rasmussen, R. M., & Parsons, D. B. (2003). The changing character of precipitation. Bulletin of the American Meteorological Society, 84(9), 1205-1217+1161. https://doi.org/10.1175/BAMS-84-9-1205Test; Vasconcelos, J. G., & Marwell, D. T. (2011). Innovative Simulation of Unsteady Low-Pressure Flows in Water Mains. Journal of Hydraulic Engineering, 137(11), 1490–1499. https://doi.org/10.1061Test/(asce)hy.1943-7900.0000440; Vasconcelos, J. G., & Wright, S. J. (2003). Laboratory Investigation of Surges Formed Duringrapid Filling of Stormwater Storage Tunnels. 30 IAHR Congress, June 2016, 1–8.; Vasconcelos, J. G., & Wright, S. J. (2005). Experimental Investigation of Surges in a Stormwater Storage Tunnel. Journal of Hydraulic Engineering, 131(10), 853–861. https://doi.org/10.1061Test/(ASCE)0733-9429(2005)131:10(853); Vasconcelos, J. G., & Wright, S. J. (2007). Comparison between the two-component pressure approach and current transient flow solvers. Journal of Hydraulic Research, 45(2), 178–187. https://doi.org/10.1080/00221686.2007.9521758Test; Vasconcelos, J., Wright, S., & Roe, P. (2006). Improved Simulation of Flow Regime Transition in Sewers: Two-Component Pressure Approach. https://doi.org/10.1061Test/(ASCE)0733-9429(2006)132; Wang, C., & Samuel Li, S. (2018). Hydraulic jump and resultant flow choking in a circular sewer pipe of steep slope. Water (Switzerland), 10(11), 1–19. https://doi.org/10.3390/w10111674Test; Wiggert, D. C. (1972). Transient flow in free-surface, pressurized systems. J. Hydraul. Div., 98(1), 11–27.; Wu, S., Liu, H., & Chen, Y. (2021). Comparative analysis of regulating characteristics between air-ring flow regulating valve and center butterfly valve. https://doi.org/https://doi.org/10.1371/journal.pone.0251943Test; Yen, B. (1978). Hydraulic instabilities of storm sewer flows. Proc., Int. Conf. on Urban Storm Drainage, Pentech Pr, 282–293.; Yen, B. (1986). Hydraulics of sewers. Advances in Hydroscience, Urban Storm Drainage, Chapter 1, 1–122.; Zhang, W., Cai, F., Zhou, J., & Hua, Y. (2017). Experimental investigation on air-water interaction in a hydropower station combining a diversion tunnel with a tailrace tunnel. Water (Switzerland), 9(4). https://doi.org/10.3390/w9040274Test; https://hdl.handle.net/1992/73472Test; instname:Universidad de los Andes; reponame:Repositorio Institucional Séneca; repourl:https://repositorio.uniandes.edu.coTest/

الإتاحة: https://doi.org/10.1080/00221680209499915Test
https://doi.org/10.1007/s11356-021-14103-1Test
https://hdl.handle.net/1992/73472Test

المؤلفون: Pengkang Jin, Yonggang Gu, Xuan Shi, Wenna Yang

المصدر: Biotechnology for Biofuels, Vol 12, Iss 1, Pp 1-11 (2019)

مصطلحات موضوعية: Urban sewer system, Greenhouse gases, Contaminant degradation, Pollutant transformation, Annotated pathway, Global warming, Fuel, TP315-360, Biotechnology, TP248.13-248.65

وصف الملف: electronic resource

العلاقة: http://link.springer.com/article/10.1186/s13068-019-1441-8Test; https://doaj.org/toc/1754-6834Test

الوصول الحر: https://doaj.org/article/5f90e3e0cbd94e9689073d64dd28cad4Test

المؤلفون: Tzu-Yi Pai, Huang-Mu Lo, Terng-Jou Wan, Ya-Hsuan Wang, Yun-Hsin Cheng, Meng-Hung Tsai, Hsuan Tang, Yu-Xiang Sun, Wei-Cheng Chen, Yi-Ping Lin

المصدر: Water; Volume 13; Issue 11; Pages: 1580

مصطلحات موضوعية: urban sewer pipe, sewer dynamic model, heterotrophic biofilm, reaction rate, consumption rate

جغرافية الموضوع: agris

وصف الملف: application/pdf

العلاقة: Urban Water Management; https://dx.doi.org/10.3390/w13111580Test

الإتاحة: https://doi.org/10.3390/w13111580Test

المؤلفون: Xuan Shi, Ge Gao, Jiameng Tian, Xiaochang C. Wang, Xin Jin, Pengkang Jin

المصدر: Environment International, Vol 143, Iss , Pp 105923- (2020)

مصطلحات موضوعية: Sulfate-reducing bacteria, Methanogenic archaea, Symbiosis mechanism, Urban sewer system, Ecological system, Environmental sciences, GE1-350

وصف الملف: electronic resource

العلاقة: http://www.sciencedirect.com/science/article/pii/S016041202031878XTest; https://doaj.org/toc/0160-4120Test

الوصول الحر: https://doaj.org/article/4710c49b05d64b9dbafe8882872604baTest

المؤلفون: Hao-Yu Liao, Tsung-Yi Pan, Hsiang-Kuan Chang, Chi-Tai Hsieh, Jihn-Sung Lai, Yih-Chi Tan, Ming-Daw Su

المصدر: Water, Vol 11, Iss 2, p 348 (2019)

مصطلحات موضوعية: tabu search, urban sewer, pluvial flood, rainfall threshold, crowdsourced data, flood warning, Hydraulic engineering, TC1-978, Water supply for domestic and industrial purposes, TD201-500

العلاقة: https://www.mdpi.com/2073-4441/11/2/348Test; https://doaj.org/toc/2073-4441Test; https://doaj.org/article/894ff60040a74be19f6486f8a36bd8f4Test

الإتاحة: https://doi.org/10.3390/w11020348Test
https://doaj.org/article/894ff60040a74be19f6486f8a36bd8f4Test

المؤلفون: Yang Song, Rin Yun, Eui Lee, Jung Lee

المصدر: Water; Volume 10; Issue 4; Pages: 462

مصطلحات موضوعية: sedimentation, urban sewer, discharge capacity, numerical analysis model, deposition

جغرافية الموضوع: agris

وصف الملف: application/pdf

العلاقة: https://dx.doi.org/10.3390/w10040462Test

الإتاحة: https://doi.org/10.3390/w10040462Test