
Research Square (Research Square), Journal Year: 2024, Volume and Issue: unknown
Published: July 25, 2024
Language: Английский
Research Square (Research Square), Journal Year: 2024, Volume and Issue: unknown
Published: July 25, 2024
Language: Английский
Measurement, Journal Year: 2024, Volume and Issue: 226, P. 114146 - 114146
Published: Jan. 10, 2024
Language: Английский
Citations
6Water Science & Technology, Journal Year: 2024, Volume and Issue: 89(6), P. 1554 - 1569
Published: March 8, 2024
Abstract Combined sewer overflows (CSOs) are one of the main sources pollution in urban water systems and significantly impede restoration body functionalities within rivers lakes. To understand research frontier trends CSOs comprehensively systematically, a visual statistical analysis literature related to Web Science core database from 1990 2022 was conducted using bibliometric method HistCite Pro VOSviewer. The results reveal total 1,209 pertinent publications 2022, quantity CSOs-related indicated an increasing trend. Investigations distribution fate typical pollutants their ecological effects on receiving waters studies control technologies (source reduction, process control, end-of-pipe treatment) current focus research. based source reduction monitoring emerging contaminants at forefront scientific investigations CSOs. This study systematically summarized topics future directions CSOs, thus providing reference for environment management
Language: Английский
Citations
6Journal of Environmental Management, Journal Year: 2025, Volume and Issue: 373, P. 123935 - 123935
Published: Jan. 1, 2025
Language: Английский
Citations
0Water Research, Journal Year: 2025, Volume and Issue: 278, P. 123380 - 123380
Published: Feb. 24, 2025
Language: Английский
Citations
0Water, Journal Year: 2025, Volume and Issue: 17(7), P. 984 - 984
Published: March 27, 2025
An entrapped air pocket can induce pressure surges in sewer systems. Previous studies on these systems have focused analysing its effects under conditions where is expelled. This research introduces a mathematical model to calculate caused by compression sealed manhole (without an orifice size) that may occur at the output of pumping station. The based rigid water column theory, polytropic law, and continuity equation. proposed validated using 7.3 m long experimental facility equipped with chamber simulating cover. It demonstrated accurately predict peak head 18.9 metres associated oscillations. A sensitivity analysis also performed assess variations behaviour. Furthermore, effectively captures system’s final conditions. Lastly, case study illustrates model’s applicability installation length 250 m.
Language: Английский
Citations
0Desalination and Water Treatment, Journal Year: 2025, Volume and Issue: unknown, P. 101147 - 101147
Published: March 1, 2025
Language: Английский
Citations
0Engineering, Journal Year: 2025, Volume and Issue: unknown
Published: April 1, 2025
Language: Английский
Citations
0Journal of Sustainable Water in the Built Environment, Journal Year: 2025, Volume and Issue: 11(3)
Published: April 16, 2025
Language: Английский
Citations
0Water, Journal Year: 2024, Volume and Issue: 16(13), P. 1771 - 1771
Published: June 21, 2024
In recent years, urban waterlogging disasters have become increasingly prominent. Physically based simulation models require considerable computational time. Therefore, rapid and accurate prediction of pluvial floods are important for disaster prevention mitigation. For this purpose, we explored an method on a long short-term memory neural network model that integrates attention mechanism 1D convolutional (1DCNN–LSTM–Attention), using the diversion Jinshui River in Zhengzhou, China, as case study. method, 1DCNN is responsible extracting features from monitoring data, LSTM capable learning time-series data more effectively, Attention highlights impact input effectiveness. The results indicated following: (1) exhibited good accuracy. Pearson correlation coefficient exceeded 0.95. It was 50–100 times faster than InfoWorks ICM model. (2) Diversion pipelines can meet design flood standard 200-year return period, aligning with expected engineering objectives. (3) channel significantly reduced extent inundation. Under 30-year period rainfall scenario, maximum inundation area decreased by 1.46 km2, approximately equivalent to 205 international soccer fields.
Language: Английский
Citations
2Tunnelling and Underground Space Technology, Journal Year: 2024, Volume and Issue: 152, P. 105958 - 105958
Published: July 11, 2024
Language: Английский
Citations
2