免滤膜秸秆排水体真空预压处理疏浚淤泥的特性初探

徐桂中, 蒋澳, 李兴兵, 刘超, 付晓杰

长江科学院院报 ›› 2025, Vol. 42 ›› Issue (8) : 94-100.

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长江科学院院报 ›› 2025, Vol. 42 ›› Issue (8) : 94-100. DOI: 10.11988/ckyyb.20240697
岩土工程

免滤膜秸秆排水体真空预压处理疏浚淤泥的特性初探

作者信息 +

Preliminary Study on Characteristics of Dredged Sludge Treated by Vacuum Preloading Using Non-filter Membrane Straw Drainage Bodies

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文章历史 +

摘要

针对排水体联合真空预压处理疏浚淤泥时常出现淤堵问题,探索性提出自反滤层—免滤膜秸秆排水体。通过开展免滤膜秸秆排水体真空预压处理疏浚淤泥模型试验,研究了该排水体处理疏浚淤泥的效果和机理。结果表明:免滤膜秸秆排水体处理疏浚淤泥的含固率及加固后的颗粒分布与塑料排水体相近,但出水量较塑料排水体提高7.8%~22.2%,加固后的土体平均含水率较塑料排水体降低6.9%~13.8%。免滤膜秸秆排水体具有优良的排水特性以及全降解的生态特性,为解决真空预压处理疏浚淤泥提供了新的思路。

Abstract

[Objective] To address the engineering challenge of drainage efficiency reduction caused by filter membrane clogging in traditional plastic drainage bodies during vacuum preloading of dredged sludge, this paper innovatively proposes a fully biodegradable, non-filter membrane straw drainage body (NSD) technology. Model tests were conducted to verify the engineering applicability of the NSD, reveal its drainage consolidation mechanism, and provide sustainable solutions for the green treatment of dredged sludge. [Methods] A PVC cylinder with a height of 50 cm and a diameter of 30 cm was used as the test tank, filled with dredged sludge at a water content of 147.5% (approximately 2.5 ωL). The sludge was collected from a disposal site in Wuhe County, Anhui Province, with a liquid limit of 59% and clay content of 21.7%. The control group used traditional plastic drainage bodies, consisting of rigid tubes wrapped with filter gauze and fabric. Two setups were tested: one with constant vacuum loading and another with staged vacuum loading. The experimental group employed NSDs, made of rigid tubes wrapped with straw ropes. Four setups were tested: (1) constant vacuum loading, (2) staged vacuum loading, (3) constant vacuum loading after installing a 2-5 mm self-filtering soil layer, and (4) staged vacuum loading with the pre-installed 2-5 mm self-filtering layer. During the testing period, the effluent discharge volume was recorded every 24 hours, and the solids content of the extracted tailwater was measured during each cycle. Upon completion of the vacuum preloading, the soil’s moisture content and particle gradation were determined. [Results] Drainage efficiency significantly improved, with the experimental group’s cumulative effluent volume 7.9%-22.1% higher than the control group, indicating that the three-dimensional pore structure of straw effectively alleviates the impact of clogging on drainage. Soil reinforcement was enhanced, with the experimental group’s average water content after vacuum preloading reduced by 6.8%-15.3% compared to the control group. Particle size distribution analysis revealed that when the self-filtering soil layer was pre-installed, the clay content (d<0.005 mm) increased by 5%-11.1%, confirming that the NSD, when combined with the pre-installed self-filtering layer, not only achieved effective soil filtration but also enhanced soil stabilization performance. [Conclusion] Technical innovation: The NSD achieves membrane-free drainage through its crisscrossing internal channels, overcoming the clogging bottlenecks of traditional plastic drains while increasing drainage efficiency by more than 15%. Mechanism breakthrough: A synergistic mechanism combining the NSD with the self-filtering soil layer has been proposed, demonstrating significantly enhanced drainage performance without compromising consolidation effectiveness. Application value: An efficient and eco-friendly dredged sludge treatment technology has been developed, providing a novel approach to vacuum preloading treatment of dredged sludge.

关键词

免滤膜 / 秸秆排水体 / 真空预压 / 淤堵 / 疏浚淤泥

Key words

non-filter membrane / straw drainage body / vacuum preloading / clogging / dredged sludge

引用本文

导出引用
徐桂中, 蒋澳, 李兴兵, . 免滤膜秸秆排水体真空预压处理疏浚淤泥的特性初探[J]. 长江科学院院报. 2025, 42(8): 94-100 https://doi.org/10.11988/ckyyb.20240697
XU Gui-zhong, JIANG Ao, LI Xing-bing, et al. Preliminary Study on Characteristics of Dredged Sludge Treated by Vacuum Preloading Using Non-filter Membrane Straw Drainage Bodies[J]. Journal of Changjiang River Scientific Research Institute. 2025, 42(8): 94-100 https://doi.org/10.11988/ckyyb.20240697
中图分类号: TU472   

参考文献

[1]
ZHOU Y, CHEN S, GUO W, et al. Recent Developments in the Vacuum Preloading Technique in China[J]. Sustainability, 2022, 14(21): 13897.
[2]
王军, 蔡袁强, 符洪涛, 等. 新型防淤堵真空预压法室内与现场试验研究[J]. 岩石力学与工程学报, 2014, 33(6):1257-1268.
(WANG Jun, CAI Yuan-qiang, FU Hong-tao, et al. Indoor and Field Experiment on Vacuum Preloading with New Anti-clogging Measures[J]. Chinese Journal of Rock Mechanics and Engineering, 2014, 33(6): 1257-1268.(in Chinese))
[3]
王东星, 唐弈锴, 伍林峰. 疏浚淤泥化学絮凝-真空预压深度脱水效果评价[J]. 岩土力学, 2020, 41(12): 3929-3938.
(WANG Dong-xing, TANG Yi-kai, WU Lin-feng. Evaluation on Deep Dewatering Performance of Dredged Sludge Treated by Chemical Flocculation-vacuum Preloading[J]. Rock and Soil Mechanics, 2020, 41(12): 3929-3938.(in Chinese))
[4]
梁同好, 严正春, 刘超, 等. 新型排水体麦秸秆辊真空预压排水室内实验[J]. 岩石力学与工程学报, 2016, 35(增刊1): 3432-3440.
(LIANG Tong-hao, YAN Zheng-chun, LIU Chao, et al. Indoor Experiment on Vacuum Preloading of Wheat Straw Roller[J]. Chinese Journal of Rock Mechanics and Engineering, 2016, 35(Supp. 1): 3432-3440.(in Chinese))
[5]
XU G Z, YIN J, FENG X S, et al. An Improved Method for Dewatering Sewage Sludge Using Intermittent Vacuum Loading with Wheat Straw as Vertical Drains[J]. KSCE Journal of Civil Engineering, 2020, 24(7): 2017-2025.
[6]
LIU C, XU G, XU B. Field Study on the Vacuum Preloading of Dredged Slurry with Wheat Straw Drainage[J]. KSCE Journal of Civil Engineering, 2018, 22(11):4327-4333.
[7]
YU X, LIU C, LU F. Field Test Study on Treatment of Dredged Soil with Cotton Straw[J]. Soil Mechanics and Foundation Engineering, 2020, 57(4): 343-350.
[8]
XU B H, HE N, JIANG Y B, et al. Experimental Study on the Clogging Effect of Dredged Fill Surrounding the PVD under Vacuum Preloading[J]. Geotextiles and Geomembranes, 2020, 48(5): 614-624.
[9]
张家发, 张伟, 李思慎. 堤防工程减压井淤堵及其应对措施研究[J]. 长江科学院院报, 2006, 23(5):24-28.
摘要
通过现场调查和试验以及室内多种模拟试验,揭示了机械、化学淤堵的形成条件与发展规律,以及生物淤堵成因及其对机械、化学淤堵的促进作用。在室内、外试验基础上根据工程经验提出了淤堵应对措施,包括根据淤堵溯源特性发明的过滤器可拆换式减压井,并通过工程应用证实了其有效性和可操作性。指出可以通过合理的设计、施工和运行管理使减压井尽可能避免淤堵,已淤堵者也可以通过一定措施恢复其功能,并建议推广应用过滤器可拆换式减压井。
(ZHANG Jia-fa, ZHANG Wei, LI Si-shen. Clogging Mechanism and Treatment Measures for Relief Wells in Dyke Engineering[J]. Journal of Yangtze River Scientific Research Institute, 2006, 23(5): 24-28.(in Chinese))
The results of site investigation and a series of tests in laboratory &amp; in situ reveal the development condition and progress of physical, chemical and biological cloggings. On the basis of engineering practice and the revealed mechanism, a few treatment measures for clogging, including the relief well with a replaceable filter, are devised and tested in laboratory and in practical engineering. The results demonstrate that some of the treatment measures are effective and maneuverable. It is pointed out that relief well clogging could be avoided or mitigated under the conditions of reasonable design, construction and operation. The clogged wells could recover function again after being dealt with some measures. It is proposed to apply extensively the relief well with a replaceable filter.
[10]
吴昌瑜, 张伟, 李思慎, 等. 减压井机械淤堵机制与防治方法试验研究[J]. 岩土力学, 2009, 30(10):3181-3187.
(WU Chang-yu, ZHANG Wei, LI Si-shen, et al. Research on Mechanical Clogging Mechanism of Releaf Well and Its Control Method[J]. Rock and Soil Mechanics, 2009, 30(10): 3181-3187.(in Chinese))
[11]
武亚军, 牛坤, 陆逸天, 等. 工程废浆处理过程中药剂真空预压法的防淤堵机理[J]. 土木工程学报, 2017, 50(6): 95-103.
(WU Ya-jun, NIU Kun, LU Yi-tian, et al. Anti-clogging Mechanism of Vacuum Preloading with Flocculation in Treating Construction Waste Slurry[J]. China Civil Engineering Journal, 2017, 50(6): 95-103.(in Chinese))
[12]
徐锴, 林生法, 耿之周, 等. 真空加载方式对排水板滤膜淤堵影响试验研究[J]. 岩土工程学报, 2016, 38(增刊2): 123-129.
(XU Kai, LIN Sheng-fa, GENG Zhi-zhou, et al. Experimental Study on Effects of Vacuum Loading Modes on Clogging of Drainage Board Filtration Membranes[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(Supp. 2): 123-129.(in Chinese))
[13]
陈庚, 洪秀敏, 王波, 等. 真空预压载荷下塑料排水板滤膜淤堵试验研究[J]. 中国港湾建设, 2016, 36(1): 23-27.
(CHEN Geng, HONG Xiu-min, WANG Bo, et al. Laboratory Test of Plastic Drain Filter Clogging under Vacuum Preloading[J]. China Harbour Engineering, 2016, 36(1): 23-27.(in Chinese))
[14]
杜春雪, 徐超, 彭善涛. 土工织物反滤作用研究进展[J]. 长江科学院院报, 2022, 39(2): 108-114.
摘要
土工织物作为反滤材料已在众多工程领域得到了成功的应用。由于土工织物应用环境的复杂化和被保护土体的特殊性,需要深入地分析和认识土工织物的反滤机理,这对土工织物反滤作用的正常发挥具有重要的工程应用价值。基于国内外众多学者的研究成果,总结了在“土-土工织物”体系中土体“自反滤层”的形成机理和土工织物的反滤特性,分析了土工织物反滤性能的主要影响因素,论述了土工织物保土、透水、防淤堵准则方面的差异性。在此基础上,讨论了目前土工织物反滤研究和应用中存在的一些问题:如土工织物过滤细粒土的反滤特性、实际工程中反滤准则的应用等,并指出为确保土工织物反滤作用的正常发挥,应结合其应用环境建立针对性的土工织物反滤准则。
(DU Chun-xue, XU Chao, PENG Shan-tao. Research Progresses on Geotextile Filtration[J]. Journal of Yangtze River Scientific Research Institute, 2022, 39(2): 108-114.(in Chinese))
Geotextiles have been successfully used as filter materials in geotechnical practice of different fields. Due to the complexity of the application environment of geotextiles and the unique characteristics of the protected soil, studying the filtration mechanism of geotextiles as a filter is of important engineering application value. In the present paper, the formation mechanism of soil's “self-filtering layer” in “soil-geotextile” system and the filtration characteristic of geotextiles are summarized. The major factors affecting the filtration performance of geotextiles are analyzed, and the differences in the criteria of soil retention, water permeability, and anti-clogging of geotextiles are also discussed. Moreover, limits in existing studies and applications of geotextiles as filter materials are expounded. Such limits include the filtration characteristics of geotextile filtering fine-grained soil, and the application of filtration criteria in practical engineering. To ensure the normal function of geotextile filtration, targeted criteria for geotextile filtration should be established in line with application environment.
[15]
XU G Z, GAO Y F, HONG Z S, et al. Sedimentation Behavior of Four Dredged Slurries in China[J]. Marine Georesources & Geotechnology, 2012, 30(2): 143-156.
[16]
张文彬, 杨建贵, 彭劼, 等. 分级加载真空预压加固吹填流泥试验研究[J]. 河海大学学报(自然科学版), 2019, 47(6):541-547.
(ZHANG Wen-bin, YANG Jian-gui, PENG Jie, et al. Field Experimental Study on Dredger Fill Flow Mud Improved by Graded Loading Vacuum Preloading Method[J]. Journal of Hohai University (Natural Sciences), 2019, 47(6): 541-547.(in Chinese))
[17]
GB/T 8077—2012, 混凝土外加剂匀质性试验方法[S]. 北京: 中国标准出版社, 2013.
(GB/T 8077—2012, Methods for Testing Uniformity of Concrete Admixture[S]. Beijing: Standards Press of China, 2013.(in Chinese))
[18]
张恒, 黄俊光, 毕俊伟. 增压式真空预压固结淤泥质软土的试验研究[J]. 长江科学院院报, 2024, 41(5):149-154.
摘要
为进一步研究增压式真空预压对软土固结效果的影响,分别进行常规真空预压、通气和注气式真空预压固结淤泥质软土的室内模型试验,对比分析了3种处理方式后软土沉降量、含水率、抗剪强度、土颗粒形态、孔隙结构等宏微观特征差异。结果表明:相较于常规真空预压,通气和注气式真空预压土样沉降量分别增大了5.6%和12.3%;土体骨架颗粒大小更加均匀且排列密实,颗粒接触形式由点接触向面接触过渡,孔隙直径和数量也明显减小;增压式真空预压可以显著增大深部土样抗剪强度,使土体强度更加均匀,其中以注气式真空预压加固软土效果最好,土体抗剪强度增大了11.2 kPa。研究成果有助于揭示增压式真空预压对软土固结效果的影响机制。
(ZHANG Heng, HUANG Jun-guang, BI Jun-wei. Experimental Study on Consolidation Characteristics of Mucky Clay Treated with Air-booster Vacuum Preloading[J]. Journal of Changjiang River Scientific Research Institute, 2024, 41(5): 149-154.(in Chinese))
[19]
武亚军, 杨建波, 张孟喜. 真空加载方式对吹填流泥加固效果及土颗粒移动的影响研究[J]. 岩土力学, 2013, 34(8): 2129-2135.
(WU Ya-jun, YANG Jian-bo, ZHANG Meng-xi. Study of Impact of Vacuum Loading Mode on Dredger Fill Flow Mud Consolidation Effect and Soil Particles Moving[J]. Rock and Soil Mechanics, 2013, 34(8): 2129-2135.(in Chinese))
[20]
LIU J, LEI H, ZHENG G, et al. Laboratory Model Study of Newly Deposited Dredger Fills Using Improved Multiple-vacuum Preloading Technique[J]. Journal of Rock Mechanics and Geotechnical Engineering, 2017, 9(5): 924-935.
[21]
WANG J, CAI Y, LIU F, et al. Effect of a Vacuum Gradient on the Consolidation of Dredged Slurry by Vacuum Preloading[J]. Canadian Geotechnical Journal, 2020: cgj-2019-0666.
[22]
陈雷, 张福海, 李治朋, 等. 排水板周围土体径向固结室内模型试验研究[J]. 岩土工程学报, 2016, 38(增刊1): 163-168.
(CHEN Lei, ZHANG Fu-hai, LI Zhi-peng, et al. Experimental Study on Radial Consolidation of Soil around Drainage Plate[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(Supp. 1): 163-168.(in Chinese))
[23]
刘洪波, 周卫东, 张志鹏. 分级真空预压法处理疏浚淤泥的三维数值分析[J]. 广东土木与建筑, 2022, 29(12):35-39.
(LIU Hong-bo, ZHOU Wei-dong, ZHANG Zhi-peng. Three-dimensional Simulation of Dredged Silt Treated by Hierarchical Vacuum Preloading[J]. Guangdong Architecture Civil Engineering, 2022, 29(12):35-39.(in Chinese))
[24]
蔡袁强. 吹填淤泥真空预压固结机理与排水体防淤堵处理技术[J]. 岩土工程学报, 2021, 43(2): 201-225.
(CAI Yuan-qiang. Consolidation Mechanism of Vacuum Preloading for Dredged Slurry and Anti-clogging Method for Drains[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(2): 201-225.(in Chinese))
[25]
刘飞禹, 张志鹏, 王军, 等. 分级真空预压联合间歇电渗法加固疏浚淤泥宏微观分析[J]. 岩石力学与工程学报, 2020, 39(9):1893-1901.
(LIU Fei-yu, ZHANG Zhi-peng, WANG Jun, et al. Macro and Micro Analyses of Stepped Vacuum Preloading Combined with Intermittent Electroosmosis for Treating Dredger Slurry[J]. Chinese Journal of Rock Mechanics and Engineering,2020, 39(9):1893-1901.(in Chinese))
[26]
宋丁豹, 蒲诃夫, 胡海蓝, 等. 水平排水板真空预压-碱激发矿渣固化联合法处理高含水率淤泥的试验研究[J]. 岩石力学与工程学报, 2023, 42(12): 3109-3119.
(SONG Ding-bao, PU He-fu, HU Hai-lan, et al. Experimental Investigation on Prefabricated Horizontal Drain-based Vacuum Preloading-alkali-activated GGBS Solidification Combined Method for Treatment of High-water-content Mud Slurry[J]. Chinese Journal of Rock Mechanics and Engineering, 2023, 42(12): 3109-3119.(in Chinese))
[27]
关云飞, 唐彤芝, 陈海军, 等. 超软地基真空预压浅层加固现场试验研究[J]. 岩土工程学报, 2011, 33(增刊1): 104-108.
(GUAN Yun-fei, TANG Tong-zhi, CHEN Hai-jun, et al. Field Tests on Shallow Treatment of Super-soft Ground by Vaccum Preloading Method[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(Supp. 1): 104-108.(in Chinese))
[28]
周蓉. 土工织物反滤机理研究[J]. 青岛大学学报(工程技术版), 2000, 15(4): 41-43.
(ZHOU Rong. Study of Geotextile Filtration[J]. Journal of Qingdao University Engineering & Technology Edition, 2000, 15(4): 41-43.(in Chinese))

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国家自然科学基金项目(52078449)

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