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Updated: Jan 8, 2026

Parameterizing V-notch Weir Equations for Flow Monitoring in a Drainage Control Structure
Published on: April 25, 2025
An improved dynamic programming algorithm by integrating discrete differential and successive approximation for real
Yuhan Yang1, Lei Cheng1, Xinran Luo2
1State Key Laboratory of Water Resources Engineering and Management, Wuhan University, Wuhan 430072, China; Hubei Provincial Key Lab of Water System Science for Sponge City Construction, Wuhan University, Wuhan 430072, China; Research Institute for Water Security (RIWS), Wuhan University, Wuhan 430072, China.
A new algorithm, Discrete Differential Dynamic Programming with Successive Approximation (DDDP-SA), enhances urban drainage systems (UDSs) by optimizing orifice control for flood prevention. This method improves storage capacity and reduces combined sewer overflow (CSO) effectively.
Area of Science:
- Environmental Engineering
- Water Resource Management
- Computational Fluid Dynamics
Background:
- Urban drainage systems (UDSs) require enhanced storage and discharge for flood control and pollution prevention.
- Real-time orifice operation is critical for UDS performance, yet current methods lack precision and high dimensionality.
- Optimizing UDS storage-drainage capacity necessitates improved orifice control precision and reduced optimization dimensionality.
Purpose of the Study:
- To develop a novel optimization algorithm for enhancing UDS storage-drainage capacity.
- To improve orifice control precision and reduce optimization dimensionality in UDS.
- To demonstrate the effectiveness of the new algorithm in reducing combined sewer overflow (CSO) and improving UDS resilience.
Main Methods:
- Coupling Discrete Differential Dynamic Programming (DDDP) with Successive Approximation (SA) to create the DDDP-SA algorithm.
- Utilizing successive approximation to reduce problem dimensionality and DDDP for optimal solution search.
- Comparing DDDP-SA with passive, rule-based control (RBC), and DPSA-TL strategies using data from Yueyang, China.
Main Results:
- DDDP-SA reduced combined sewer overflow (CSO) volume by 1.84% to 11.03% compared to passive strategy across rainfall events.
- CSO mitigation effectiveness decreased with increasing rainfall intensity but remained superior in real-time control (RTC) scenarios.
- DDDP-SA improved UDS control precision and adaptability, increasing orifice usage duration and opening standard deviation by 4% to 8% compared to DPSA-TL.
Conclusions:
- The DDDP-SA algorithm offers an efficient approach for real-time optimization and fine-grained orifice operation in UDS.
- This methodology strategically utilizes the pipe network's storage capacity, significantly enhancing UDS resilience.
- The study highlights the importance of advanced algorithms for improving urban flood control and pollution prevention in UDS.
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