4.6 Article

Passive convergence-permeable reactive barrier (PC-PRB): An effective configuration to enhance hydraulic performance

出版社

HIGHER EDUCATION PRESS
DOI: 10.1007/s11783-022-1591-y

关键词

Passive convergence-permeable reactive barrier (PC-PRB); Permeable reactive barrier configuration; Numerical simulation; Hydraulic performance evaluation; Sensitivity analysis

资金

  1. National Key R&D Program of China [2018YFC1802306]
  2. National Natural Science Foundation of China [42177177]

向作者/读者索取更多资源

A novel permeable reactive barrier (PRB) configuration, called passive convergence-permeable reactive barrier (PC-PRB), is proposed to overcome the shortcomings of traditional PRB configurations. The study shows that PC-PRB has better hydraulic performance than the continuous reactive barrier (C-PRB), reducing the geometric dimensions and material costs required for treating the same plume. The sensitivity analysis identifies the key factors influencing the hydraulic performance of PC-PRB. Therefore, PC-PRB is an effective PRB configuration.
A novel permeable reactive barrier (PRB) configuration, the so-called passive convergence-permeable reactive barrier (PC-PRB), is proposed to overcome several shortcomings of traditional PRB configurations, such as high dependency to site hydrogeological characteristics and plume size. The PC-PRB is designed to make the plume converge towards the PRB due to the passive hydraulic decompression-convergent flow effect. The corresponding passive groundwater convergence (PC) system is deployed upstream of the PRB system, which consists of passive wells, water pipes, and a buffer layer. A two-dimensional (2D) finite-difference hydrodynamic code, entitled PRB-Flow, is developed to examine the hydraulic performance parameters (i.e., capture width (W) and residence time (t)) of PC-PRB. It is proved that the horizontal 2D capture width (W-h) and vertical 2D capture depth (W-v) of the PC-PRB remarkably increase compared to that of the continuous reactive barrier (C-PRB). The aforementioned relative growth values in order are greater than 50% and 25% in this case study. Therefore, the PRB geometric dimensions as well as the materials cost required for the same plume treatment lessens. The sensitivity analysis reveals that the dominant factors influencing the hydraulic performance of the PC-PRB are the water pipe length (L-p), PRB length (L-PRB), passive well height (H-w), and PRB height (H-PRB). The discrepancy between the W-h of PC-PRB and that of the C-PRB (i.e., Delta W-h) has a low correlation with PRB parameters and mainly depends on Lp, which could dramatically simplify the PC-PRB design procedure. Generally, the proposed PC-PRB exhibits an effective PRB configuration to enhance hydraulic performance. (C) Higher Education Press 2022

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