Abstract
The municipal ecological ditches have the basic functions of accumulating water for infiltration in the rainy season and conserving moisture in the dry season.However,the design of loess backfill in ecological ditches is based on no evidence,which often leads to landscape vegetation drowning in the rainy season or dying in the dry season.For this reason,a study was carried out by remoulding loess with a small-size capillary water rise height test,a large-size water-holding characteristic model test,and an unsaturated numerical analysis.The results show that the final capillary water rise height of the soil column can reach 100 cm when the dry density is 1.3 g/cm3 and 1.4 g/cm3,respectively,and the water content of the soil column is basically stable after the height of the soil column exceeds 20 cm,with the stable water content of 30.0% and 28.0%,respectively.In the process of capillary water rise of remoulded loess,a transient saturation zone exists,in which smaller dry density indicates larger pore ratio,increased large pores,and weakened capillary suction,resulting in a slower rate of water migration.At the same time,the number of large bubbles closed by the wet bridge is also larger,so the duration of the transient saturation zone is longer.For a soil column of 1.3 g/cm3,the simulated value of the wetting front time curve is basically consistent with the measured value.By considering the stable natural average dry density of loess stratum,the height of capillary water rise,and its water-holding characteristics,as well as the fact that the backfill in ecological ditches will undergo repeated infiltration,consolidation,and capillary action in the later stage,1.2 g/cm3 is adopted as the dry density for backfill control,so as to ensure that the planting soil in the municipal ecological ditches can still maintain the soil humidity necessary for the growth of the vegetation in the dry season.
Publication Date
7-30-2024
DOI
10.14048/j.issn.1671-2579.2024.04.010
First Page
83
Last Page
90
Submission Date
February 2025
Recommended Citation
Yalin, NAN; Xiaoyu, ZHANG; Hong, CHEN; Peng, AN; Kui, LIU; and Ibrahima Kalil, CAMARA
(2024)
"Experimental Study on Capillary Water‑Holding Characteristics of Loess Backfill in Ecological Ditches,"
Journal of China & Foreign Highway: Vol. 44:
Iss.
4, Article 10.
DOI: 10.14048/j.issn.1671-2579.2024.04.010
Available at:
https://zwgl1980.csust.edu.cn/journal/vol44/iss4/10
Reference
[1]石碧岩 .海绵城市在陕西西咸新区市政建设设计中的应用[J].建筑施工 ,2020 ,42(11):2152 -2154 .SHI Biyan .Application of sponge city in municipal construction design of Xixian new area in Shaanxi Province [J].Building Construction ,2020 ,42(11):2152 -2154 .
[2]姜早龙 ,张伟博 ,张志军 ,等.滨海地区海绵城市低影响开发技术优化利用研究 [J].中外公路 ,2023 ,43(5): 259-266.JIANG Zaolong ,ZHANG Weibo ,ZHANG Zhijun ,et al .Research on optimization and utilization of low impact development technology of sponge city in coastal area [J].Journal of China & Foreign Highway ,2023 ,43(5):259-266.
[3]朱润田 ,刘珊 ,张小明 ,等.海绵城市透水混凝土路面堵塞及渗透性能研究 [J].中外公路 ,2022 ,42(3):30-35.ZHU Runtian ,LIU Shan ,ZHANG Xiaoming ,et al.Study on performance of clogging and permeability of pervious concrete pavement in sponge city [J].Journal of China & Foreign Highway ,2022 ,42(3):30-35.
[4]袁玉卿 ,李伟 ,赵丽敏 .豫东黄泛区粉砂土毛细水上升研究[J].公路交通科技 ,2016 ,33(2):33-38.YUAN Yuqing ,LI Wei ,ZHAO Limin .Research of silty soil capillary water rising in Yellow River flooded area of eastern Henan [J].Journal of Highway and Transportation Research and Development ,2016 ,33(2):33-38.
[5]张志军 ,李亚俊 ,刘玄钊 ,等.某金属矿山尾矿坝中毛细水的上升规律 [J].中国有色金属学报 ,2014 ,24(5):1345 -1351 .ZHANG Zhijun ,LI Yajun ,LIU Xuanzhao ,et al .Rising law of capillary water in tailings dam of metal mine [J].The Chinese Journal of Nonferrous Metals ,2014 ,24(5):1345 -1351 .
[6]刘迪 ,卢才武 ,连民杰 ,等.基于粒径效应影响的尾矿毛细特性试验 [J].中国有色金属学报 ,2020 ,30(11):2746 -2757 .LIU Di ,LU Caiwu ,LIAN Minjie ,et al .Experiment on tailings capillary characteristics based on particle size effect [J].The Chinese Journal of Nonferrous Metals ,2020 ,30(11):2746 -2757 .
[7]于丹 ,程东会 ,杨红斌 .不同干密度重塑黄土的毛细上升速率和最大高度 [J].公路交通科技 ,2018 ,35(1):8-13,21.YU Dan ,CHENG Donghui ,YANG Hongbin .Rate and maximum height of capillary rise for remodeled loess with different dry densities [J].Journal of Highway and Transportation Research and Development ,2018 ,35(1):8-13,21.
[8]胡明鉴 ,张晨阳 ,崔翔 ,等.钙质砂中毛细水高度与影响因素试验研究 [J].岩土力学 ,2019 ,40(11):4157 -4164 .HU Mingjian ,ZHANG Chenyang ,CUI Xiang ,et al .Experimental study on capillary rise and influencing factors in calcareous sand [J].Rock and Soil Mechanics ,2019 ,40(11):4157 -4164 .
[9]许兆栋 ,李鸣 ,洪昌伟 ,等.含黏粒砂土颗粒级配对渗透性的影响研究 [J].中外公路 ,2022 ,42(6):179-182.XU Zhaodong ,LI Ming ,HONG Changwei ,et al .Study on effect of particle size on permeability of clay sand [J].Journal of China & Foreign Highway ,2022 ,42(6):179-182.
[10]沈宇鹏 ,曹权 ,陈芷航 ,等.含盐石英砂的毛细上升特性及其影响因素研究 [J].铁道工程学报 ,2022 ,39(3):13-18.SHEN Yupeng ,CAO Quan ,CHEN Zhihang ,et al .Research on the capillary rising characteristics and influencing factors of salt-containing quartz sand [J].Journal of Railway Engineering Society ,2022 ,39(3):13-18.
[11]姜浩 ,邴慧 .硫酸钠盐渍土土 ‒水特征曲线的试验与理论研究 [J].冰川冻土 ,2021 ,43(2):497-509.JIANG Hao ,BING Hui .Experimental and theoretical study on soil-water characteristic curve of sodium sulfate saline soil[J].Journal of Glaciology and Geocryology ,2021 ,43(2):497-509.
[12]马田田 ,韦昌富 ,夏晓龙 ,等.NaCl溶液对土体冻结特征影响的试验研究 [J].岩土力学 ,2017 ,38(7):1919 -1925 .MA Tiantian ,WEI Changfu ,XIA Xiaolong ,et al .Experimental study of effect of NaCl solution on soil freezing characteristic [J].Rock and Soil Mechanics ,2017 ,38(7):1919 -1925 .
[13]郑娟 ,赵丽娅 ,刘保健 .非饱和黄土的土水特征曲线试验研究 [J].南水北调与水利科技 ,2015 ,13(6):1138 -1142 .ZHENG Juan ,ZHAO Liya ,LIU Baojian .Experimental study on soil water characteristic curves of unsaturated loess [J].South-to-North Water Transfers and Water Science & Technology ,2015 ,13(6):1138 -1142 .
[14]李萍 ,李同录 ,侯晓坤 ,等.黄土中毛细上升速率的现场测试[J].河海大学学报 (自然科学版 ),2014 ,42(6):503-507.LI Ping ,LI Tonglu ,HOU Xiaokun ,et al .Field experiment on rate of capillary rise in loess [J].Journal of Hohai University (Natural Sciences ),2014 ,42(6):503-507.
[15]LU N ,LIKOS W J .Rate of capillary rise in soil [J].Journal of Geotechnical and Geoenvironmental Engineering ,2004 ,130(6):646-650.
[16]落宇杰 ,马富丽 ,白晓红 .压实黄土状粉土毛细特性试验研究 [J].科学技术与工程 ,2017 ,17(12):234-240.LUO Yujie ,MA Fuli ,BAI Xiaohong .Experimental study on capillary property of compacted silty soil [J].Science Technology and Engineering ,2017 ,17(12):234-240.
[17]徐硕昌 ,刘德仁 ,王旭 ,等.重塑非饱和黄土浸水入渗规律的模型试验研究 [J].水利水运工程学报 ,2023 (1):140-148.XU Shuochang ,LIU Deren ,WANG Xu ,et al .Model test study on infiltration law of remolded unsaturated loess [J].Hydro-Science and Engineering ,2023 (1):140-148.
[18]周奇 ,陈太红 ,朱振南 ,等.黄土路基毛细水上升规律试验模拟研究 [J].烟台大学学报 (自然科学与工程版 ),2015 ,28(1):54-60.ZHOU Qi ,CHEN Taihong ,ZHU Zhennan ,et al .Numerical and experimental study on capillary rise of phreatic water in loess roadbed [J].Journal of Yantai University (Natural Science and Engineering Edition ),2015 ,28(1):54-60.
[19]李旭 ,范一锴 ,黄新 .快速测量非饱和土渗透系数的湿润锋前进法适用性研究 [J].岩土力学 ,2014 ,35(5):1489 -1494 .LI Xu ,FAN Yikai ,HUANG Xin .Applicability of wetting front advancing method for measuring hydraulic conductivities of unsaturated soil [J].Rock and Soil Mechanics ,2014 ,35(5):1489 -1494 .
[20]GEO-SLOPE International Ltd .非饱和土体渗流分析软件SEEP/W 用户指南 [M].中仿科技公司 ,译.北京 :冶金工业出版社 ,2011 .GEO-SLOPE International Ltd .Seepage modeling with SEEP/W 2007 [M].Translated by CnTech Co .,Ltd.,Beijing :Metallurgical Industry Press ,2011 .
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