Technical Papers
Jul 18, 2018

Simple Method for Calculating Hydraulic Behavior of Combined Sewer Overflow from Rainfall Event Data

Publication: Journal of Water Resources Planning and Management
Volume 144, Issue 10

Abstract

This paper proposes a simple method for estimating the hydraulic behavior of combined sewer overflow (CSO) using only rainfall data. The method analyzes rainfall event time-series data to extract the critical rainfall intensity (the threshold for the occurrence of CSO) and uses the results to calculate quantities such as response time, duration, and runoff depth. Thresholds at 67 urban outfalls in Tokyo were identified from combined sewer simulation modeling using real-world rainfall data. CSO hydraulic behavior at these outfalls during 117 rainfall events, calculated using the simplified method, was strongly correlated with simulated results (R2 value >0.8 in >80% of outfalls). The aggregated CSO depths from the whole 3,481 ha drainage area, determined for seven types of rainfall events using simulations and the simplified calculation method, differed by no more than 18%. These results indicate that event-based time-series rainfall data can yield accurate predictions of CSO behavior, and the simplicity and speed of calculation of the proposed method may make it an effective alternative to complex simulation models for stormwater management. Furthermore, the process of calculating CSO parameters reveals the underlying relationship between rainfall and CSO hydraulic behavior.

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Acknowledgments

This work was fully supported by the Research Center for Water Environment Technology at the University of Tokyo. During the period of paper writing and submission, the author was also partially supported by the Education Department of Jiangxi, China (No. GJJ170503) and by the Shenzhen Science and Innovation Commission (No. JSGG20160428181710653).

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Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 144Issue 10October 2018

History

Received: Jun 14, 2017
Accepted: Mar 9, 2018
Published online: Jul 18, 2018
Published in print: Oct 1, 2018
Discussion open until: Dec 18, 2018

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Authors

Affiliations

Yang Yu
School of Civil Engineering, Lanzhou Univ. of Technology, 287, Rd. Langongping, Lanzhou 730050, China; Guangdong Provincial Engineering Technology Research Center for Urban Water Cycle and Water Environment Safety, Graduate School at Shenzhen, Tsinghua Univ., Shenzhen 518055, China.
Shangzhong Zhang [email protected]
School of Resources and Environmental Engineering, Jiangxi Univ. of Science and Technology, No. 86, Hongqi Ave., Ganzhou, Jiangxi 341300, China (corresponding author). Email: [email protected]
Alicia Kyoungjin An
School of Energy and Environment, City Univ. of Hong Kong, Tat Chee Ave., Kowloon, Hong Kong 999077, China.
Hiroaki Furumai
Research Center for Water Environment Technology, School of Engineering, Univ. of Tokyo, 7-3-1, Hongo, Bunkyo-ku, Tokyo 113-8656, Japan.

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