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[1]成智文,耿康,陈晓薇,等.雨水径流条件对陶瓷透水砖快速堵塞的影响[J].中国给水排水,2021,37(5):116.
　CHENG Zhi-wen,GENG Kang,CHEN Xiao-wei,et al.Effect of Stormwater Runoff Conditions on Rapid Clogging of Ceramic Permeable Brick[J].China Water & Wastewater,2021,37(5):116.

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雨水径流条件对陶瓷透水砖快速堵塞的影响

中国给水排水[ISSN:1000-4062/CN:12-1073/TU] 卷: 第37卷期数: 2021年第5期页码: 116 栏目: 出版日期: 2021-03-01

Title:: Effect of Stormwater Runoff Conditions on Rapid Clogging of Ceramic Permeable Brick

作者:: 成智文¹，耿康^2,3，陈晓薇^2,3，孙昕^2,3，刘婷¹; (1.咸阳陶瓷研究设计院有限公司，陕西咸阳712000；2.西安建筑科技大学陕西省环境工程重点实验室，陕西西安710055;3.西安建筑科技大学西北水资源与环境生态教育部重点实验室，陕西西安710055)

Author(s):: CHENG Zhi-wen¹，GENG Kang^2,3，CHEN Xiao-wei^2,3，SUN Xin^2,3，LIU Ting¹; (1. Xianyang Research & Design Institute of Ceramics, Xianyang 712000， China； 2. Shaanxi Key Laboratory of Environmental Engineering, Xi’an University of Architecture and Technology, Xi’an 710055, China； 3. Northwest China Key Laboratory of Water Resources and Environment Ecology, Xi’an University of Architecture and Technology, Xi’an 710055, China)

关键词:: 陶瓷透水砖; 堵塞; 雨水径流

Keywords:: ceramic permeable brick; clogging; stormwater runoff

摘要:: 利用自行研制的透水砖雨水径流快速堵塞模拟装置，分别研究了雨水径流中颗粒浓度、颗粒粒径和径流速度对陶瓷透水砖渗透系数的影响。试验结果表明：在雨水径流颗粒粒径为10～150 μm的条件下，堵塞过程主要经历快速堵塞、局部波动和渐进堵塞三个阶段。雨水径流中的颗粒浓度和粒径分布是影响陶瓷透水砖快速堵塞的主要因素。在颗粒浓度为200～1 000 mg/L的条件下，随着颗粒浓度的增大，透水砖堵塞过程延缓、程度变轻；随着颗粒粒径的增大，堵塞特性相反。雨水径流流速是影响陶瓷透水砖快速堵塞的次要因素。当径流流速从1.5 cm/s增加到6.5 cm/s时，堵塞过程变慢，但不显著影响最终堵塞的程度。应结合当地雨水径流颗粒粒径范围，选用合适规格的陶瓷透水砖。

Abstract:: Effects of sediment concentration, sediment diameter and runoff velocity on rapid clogging of ceramic permeable brick were explored by using a self-developed experimental device for simulating the rapid clogging of ceramic permeable brick by stormwater runoff. When sediment diameter in stormwater was between 10 μm and 150 μm, the clogging process mainly included three stages:rapid clogging, local fluctuation and gradual clogging. The sediment concentration and particle size distribution in stormwater runoff were the main factors affecting the rapid clogging of ceramic permeable brick. When sediment concentration was between 200 mg/L and 1 000 mg/L, the clogging process was slowed down and the clogging was less severe with the increase of sediment concentration. However, opposite clogging characteristics were obtained with the increase of sediment diameter. Stormwater runoff velocity was the minor factor influencing the rapid clogging of ceramic permeable brick. When the runoff velocity was increased from 1.5 cm/s to 6.5 cm/s, the clogging process became slow, but the final clogging degree was not significantly influenced. Ceramic permeable brick with proper specifications should be selected and applied according to the sediment diameters in the local stormwater runoff.

相似文献/References:

[1]成智文,陈晓薇,孙昕,等.纳米二氧化钛控制透水砖堵塞试验研究[J].中国给水排水,2022,38(5):102.
　CHENGZhi-wen,CHENXiao-wei,SUNXin,et al.Control of Permeable Brick Clogging by Nanometer Titanium Dioxide[J].China Water & Wastewater,2022,38(5):102.
[2]成智文,耿康,陈晓薇,等.陶瓷透水砖堵塞及其控制方法研究[J].中国给水排水,2022,38(7):116.
　CHENGZhi-wen,GENGKang,CHENXiao-wei,et al.Clogging of Permeable Ceramic Brick and Its Control Method[J].China Water & Wastewater,2022,38(5):116.
[3]李盟,孙昕,高峰,等.纳米材料对透水砖堵塞的控制效果[J].中国给水排水,2023,39(19):125.
　LIMeng,SUNXin,GAO Feng,et al.Effect of Nanomaterials on Clogging Control of Permeable Brick[J].China Water & Wastewater,2023,39(5):125.

更新日期/Last Update: 2021-03-01