Impact on Nonlinear Runoff of Lid Facilities and Parameter Response in the Tvgm Model

49 Pages Posted: 23 Jul 2024

See all articles by Pengjun Li

Pengjun Li

Wuhan University

Luwen Zhuang

affiliation not provided to SSRN

Kairong Lin

Sun Yat-sen University (SYSU)

Dunxian She

Wuhan University

Qiang Wang

affiliation not provided to SSRN

Wei Luo

affiliation not provided to SSRN

Jianliang He

affiliation not provided to SSRN

Xia Jun

Wuhan University

Abstract

Human activities such as urbanization have profoundly altered the underlying surfaces, leading to critical water security issues like urban water disasters and pollution, which are now global concerns. Low Impact Development (LID) has been acknowledged as an eco-friendly and promising approach to urban stormwater management. Investigating the nonlinear mechanism and influencing factors of the LID rainfall-runoff process is both novel and significant. Therefore, we conducted artificial rainfall experiments and numerical simulations to study runoff generation of LID facilities, using the urban hydrological time variant gain model (TVGM) and correlation analysis, considering multiple influencing factors such as rainfall intensity, initial soil moisture (W0), and underlying surfaces. Based on the results from correlation analysis and numerical simulations, we also quantitatively analyzed the core parameters g1 and g2 in TVGM. Results revealed that both higher mean rainfall intensity (Pm) and W0 weaken the hydrological performance of LID facilities, which outperform permeable surfaces and impermeable surfaces under identical Pm and W0 conditions. Furthermore, as the linear and nonlinear runoff parameters of the TVGM, g1 exhibits a significant positive correlation with Pm and W0, while g2 shows a significant negative correlation with Pm and W0. The quantification results of the parameters indicated that infiltration excess runoff in the initial runoff stage adheres to a nonlinear pattern. Under conditions of lower Pm and drier W0, the infiltration excess runoff process exerts a more pronounced impact on total runoff, resulting in a higher nonlinear runoff coefficient g2 and a lower linear runoff coefficient g1, and vice versa. These research findings will aid in analyzing nonlinear runoff mechanisms of LID facilities and establish a theoretical basis for the simulating and predicting urban rainfall-runoff dynamics.

Keywords: LID, Nonlinear runoff, TVGM, Correlation analysis

Suggested Citation

Li, Pengjun and Zhuang, Luwen and Lin, Kairong and She, Dunxian and Wang, Qiang and Luo, Wei and He, Jianliang and Jun, Xia, Impact on Nonlinear Runoff of Lid Facilities and Parameter Response in the Tvgm Model. Available at SSRN: https://ssrn.com/abstract=4902904 or http://dx.doi.org/10.2139/ssrn.4902904

Pengjun Li

Wuhan University ( email )

Wuhan
China

Luwen Zhuang

affiliation not provided to SSRN ( email )

Kairong Lin (Contact Author)

Sun Yat-sen University (SYSU) ( email )

Haizhu District
China

Dunxian She

Wuhan University ( email )

Wuhan
China

Qiang Wang

affiliation not provided to SSRN ( email )

Wei Luo

affiliation not provided to SSRN ( email )

Jianliang He

affiliation not provided to SSRN ( email )

Xia Jun

Wuhan University ( email )

Wuhan
China

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