Conference Agenda
Overview and details of the sessions of this conference. Please select a date or location to show only sessions at that day or location. Please select a single session for detailed view (with abstracts and downloads if available).
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Daily Overview |
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Poster session: Poster session with drinks and snacks Location: HSB3 | |
| Presentation 78 | |
Poster
Optimized and Real-Time Control of an Integrated Urban Drainage System: Drainage Network, WWTP, and River 1: Shenzhen Zhishu Environmental Technology Co., Ltd., China, People's Republic of; 2: School of Environmental Science and Engineering, Southern University of Science and Technology, Shenzhen, China; 3: PowerChina Water Environmental Technology Co., Ltd., Shenzhen, China; 4: Power China Eco-Environmental Group Co., Ltd., Shenzhen, China Past studies have demonstrated that optimizing the control of the integrated urban drainage system can enhance system performance instead of incurring the high costs of updating expensive facilities. This study focuses on the drainage system management of the Wutong Mountain River Basin in Longgang District, Shenzhen. For the drainage network, wastewater treatment plant, and river water systems in the study area, SWMM, ASM, and Delft3D models were constructed. By coupling these models, control objectives were set with two sub-objectives: environmental and economic. The environmental sub-objective includes considerations for node pressure, wastewater plant water quality, and river water quality, while the economic sub-objective includes factors such as reagent dosage, aeration blower operation time, pump operation time, and operational frequency. The study aims to optimize the operation of the integrated urban drainage system. To address the low operational efficiency of mechanistic models, a deep reinforcement learning model was developed to improve computational speed, enabling real-time control. The expected results, compared to existing strategies, suggest a 5% reduction in economic costs while achieving a 10% reduction in river pollution. Moreover, the computational time, compared to mechanistic models, is reduced from 30 minutes to under 10 seconds. | |
