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Sulfide elimination by intermittent nitrate dosing in sewer sediments 被引量:3
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作者 Yanchen Liu Chen Wu +2 位作者 Xiaohong Zhou David Z.Zhu Hanchang Shi 《Journal of Environmental Sciences》 SCIE EI CAS CSCD 2015年第1期259-265,共7页
The formation of hydrogen sulfide in biofilms and sediments in sewer systems can cause severe pipe corrosions and health hazards, and requires expensive programs for its prevention. The aim of this study is to propose... The formation of hydrogen sulfide in biofilms and sediments in sewer systems can cause severe pipe corrosions and health hazards, and requires expensive programs for its prevention. The aim of this study is to propose a new control strategy and the optimal condition for sulfide elimination by intermittent nitrate dosing in sewer sediments. The study was carried out based on lab-scale experiments and batch tests using real sewer sediments. The intermittent nitrate dosing mode and the optimal control condition were investigated. The results indicated that the sulfide-intermittent-elimination strategy by nitrate dosing is advantageous for controlling sulfide accumulation in sewer sediment. The oxidation–reduction potential is a sensitive indicator parameter that can reflect the control effect and the minimum N/S(nitrate/sulfide)ratio with slight excess nitrate is necessary for optimal conditions of efficient sulfide control with lower carbon source loss. The optimal control condition is feasible for the sulfide elimination in sewer systems. 展开更多
关键词 Sewer system Sulfide elimination sediment Optimal condition Intermittent nitrate dosing
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Effects of sulfate-reducing bacteria on methylmercury at the sediment–water interface 被引量:1
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作者 Lingxia Zeng Guangjun Luo +2 位作者 Tianrong He Yanna Guo Xiaoli Qian 《Journal of Environmental Sciences》 SCIE EI CAS CSCD 2016年第8期214-219,共6页
Sediment cores(containing sediment and overlying water) from Baihua Reservoir(SW China)were cultured under different redox conditions with different microbial activities, to understand the effects of sulfate-reduc... Sediment cores(containing sediment and overlying water) from Baihua Reservoir(SW China)were cultured under different redox conditions with different microbial activities, to understand the effects of sulfate-reducing bacteria(SRB) on mercury(Hg) methylation at sediment–water interfaces. Concentrations of dissolved methyl mercury(DMe Hg) in the overlying water of the control cores with bioactivity maintained(BAC) and cores with only sulfate-reducing bacteria inhibited(SRBI) and bacteria fully inhibited(BACI) were measured at the anaerobic stage followed by the aerobic stage. For the BAC and SRBI cores, DMe Hg concentrations in waters were much higher at the anaerobic stage than those at the aerobic stage, and they were negatively correlated to the dissolved oxygen concentrations(r =- 0.5311 and r =- 0.4977 for BAC and SRBI, respectively). The water DMe Hg concentrations of the SRBI cores were 50% lower than those of the BAC cores, indicating that the SRB is of great importance in Hg methylation in sediment–water systems, but there should be other microbes such as iron-reducing bacteria and those containing specific gene cluster(hgc AB), besides SRB,causing Hg methylation in the sediment–water system. 展开更多
关键词 Methyl mercury sediment–water interface Microbial activity Redox condition Sulfate-reducing bacteria
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Metallogeny and Emplacement Conditions of Continental Terminal 3 (Ct3) Iron Formations of the Niamey Region (Western Niger)
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作者 Habsatou Ousmane Karimou Dia Hantchi +4 位作者 Ibrahim Abdou Ali Leyla Boubacar Hamidou Aminou Abdoulaye Maâzou Adiss Kamal Issifou Fatiou Moussa Konaté 《Open Journal of Geology》 2023年第7期720-739,共20页
This study aims to characterize the different lithofacies of the Ct<sup>3</sup> formation in the Niamey region, and to determine the distribution of major and trace elements, in order to highlight the cond... This study aims to characterize the different lithofacies of the Ct<sup>3</sup> formation in the Niamey region, and to determine the distribution of major and trace elements, in order to highlight the conditions for the establishment of iron mineralization. A lithological column, synthesizing sections of selected outcrops in the vicinity of Niamey, was produced. The chemical compositions of the selected samples were determined by X-ray fluorescence (XRF) spectrometry. Microscopic analysis of the thin sections determined the gœthitic nature of the oolitic iron ore. The oolites show a quartz, limonitic or gœthitic nucleus. Sometimes the nucleus is absent. From a morphoscopic point of view, two types of oolites have been distinguished: spherical-shaped and ellipsoidal-shaped oolites. The oolites are either contiguous or disseminated, as the case may be, in a limonitic to goethitic cement or in a fine sandstone matrix. The larger oolites (pisolites) are relatively friable. They reflect the influence of a relatively turbulent to submerged environment. The hardground of the iron mineralized horizons are covered by quartz grains. They are indicative of a submerged or emergent environment. X-ray fluorescence analysis shows high Fe<sub>2</sub>O<sub>3</sub> contents<sub> </sub>(50% to 80%) and variable contents of major elements SiO<sub>2</sub>, Al<sub>2</sub>O<sub>3</sub>, TiO<sub>2</sub>, MnO, MgO, CaO, K<sub>2</sub>O and P<sub>2</sub>O<sub>5</sub> associated with certain trace elements such as Th, U, V, Y, Zn, Zr and As. The results of the study are an important tool for decision-makers to adopt effective prevention/remediation measures for groundwater contamination in the Continental terminal aquifer systems. 展开更多
关键词 Continental Terminal Iron Ore Mineralization sedimentation conditions Oolites Gœthites Hardground
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Evolution of shoal and deep-water channel morphology and responses to human activities in the downstream section of the terminal hub of the Hanjiang River
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作者 Yunping Yang Jinhai Zheng +3 位作者 Lingling Zhu Hongqian Zhang Biao Li Jianjun Wang 《River》 2025年第3期400-415,共16页
The operation of cascade reservoirs in a watershed profoundly exerts river watersediment dynamics and topography evolution,and the terminal reservoir is the focus area for river and waterway management.This paper reve... The operation of cascade reservoirs in a watershed profoundly exerts river watersediment dynamics and topography evolution,and the terminal reservoir is the focus area for river and waterway management.This paper reveals the process and underlying factors of topography evolution and water level adjustment in the lower Hanjiang River under the action of cascade reservoirs.This study focused on the 263 km river channel downstream of the Xinglong Hydropower Conservancy Project on the Hanjiang River.Using measured flow,sediment,and topography data from 1977 to 2023,we analyzed the changing characteristics of riverbed scouring and deposition intensity,thalweg,and cross-sections.Additionally,we evaluated the response relationship between riverbed scouring and deposition intensity and factors such as sediment transport,runoff,and human activities.From 1977 to 2023,the low-water channel in the Xinglong-Estuary reaches showed a scouring and cutting tendency,and the riverbed slop initially decreased and then increased.The main cause of the riverbed scouring along the Xinglong-Estuary reaches was the reduced sediment load in the watershed,with waterway engineering having a slightly larger influence than runoff in the Xinglong-Xiantao reaches;by contrast,runoff exerted a more significant effect than both waterway engineering and the Yangtze River water level decline in the Xiantao-Estuary reaches.During the autumn flood season from 1983 to 2023,the water level differences between the Hanjiang and Yangtze Rivers at the same flow rate showed an increasing trend,leading to an increase in water surface slope,which intensified scouring forces and riverbed scouring.This study improves our understanding of the impacts of dam construction on river topographical evolution,water level changes,and deep‐water waterway resources. 展开更多
关键词 bank-channel morphology cascade reservoirs riverbed deposition riverbed scouring sediment conditions water conditions waterway engineering
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引黄泥沙配施改良剂对滨海盐碱地土壤水盐运移和冬小麦产量的影响
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作者 疏枭雄 王昕 +3 位作者 姜瑶 张俊鹏 孙池涛 曲晓玲 《节水灌溉》 北大核心 2025年第12期57-63,71,共8页
探究黄河泥沙配施改良剂对滨海盐碱地土壤水盐运移规律及冬小麦产量的影响,为黄河三角洲盐碱地改良提供科学依据。通过田间裂区试验,设置6种处理(T1:不施泥沙、不施改良剂;T2:单施有机肥;T3:单施碱性土壤调理剂;ST1:单施泥沙;ST2:泥沙... 探究黄河泥沙配施改良剂对滨海盐碱地土壤水盐运移规律及冬小麦产量的影响,为黄河三角洲盐碱地改良提供科学依据。通过田间裂区试验,设置6种处理(T1:不施泥沙、不施改良剂;T2:单施有机肥;T3:单施碱性土壤调理剂;ST1:单施泥沙;ST2:泥沙配施有机肥;ST3:泥沙配施调理剂),分析土壤水盐动态、冬小麦生长指标及产量变化。泥沙配施改良剂显著改善土壤水盐分布:与T1相比,ST3处理0~20 cm土层电导率降低27.93%,20~40 cm土壤含水率提高5.30%,钠吸附比(SAR)和pH分别下降32.19%和2.49%。冬小麦产量表现为ST3(8.53×10^(3)kg/hm^(2))>ST2(8.30×10^(3)kg/hm^(2))>T3(7.90×10^(3)kg/hm^(2)),其中ST3处理较T1增产25.07%。相关性分析表明,产量与土壤盐分、pH及SAR呈显著负相关(p<0.05),与穗数呈极显著正相关(r=0.948)。引黄泥沙与碱性土壤调理剂协同施用(ST3)通过优化土壤结构、增强盐分淋洗及调控离子平衡,显著降低盐碱胁迫,是黄河三角洲滨海盐碱地改良及冬小麦增产的可行方案。 展开更多
关键词 引黄泥沙 滨海盐碱地 水盐运移 土壤改良剂 生物有机肥 碱性土壤调理剂 冬小麦
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调理剂改善底泥脱水性能和余水水质研究及综合性能评价 被引量:6
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作者 李丹 刘琰 +1 位作者 乔肖翠 黄民生 《环境污染与防治》 CAS CSCD 北大核心 2018年第1期33-39,43,共8页
为研究调理剂对河道底泥脱水性能和余水水质影响,开展综合性能评价,选取9种调理剂调理河道底泥,对比调理后毛细吸水时间(CST)、泥饼含水率(MC)和余水总有机碳(TOC)、TP、TN变化情况,并结合调理剂投加成本(EC),采用层次分析法(AHP)构建... 为研究调理剂对河道底泥脱水性能和余水水质影响,开展综合性能评价,选取9种调理剂调理河道底泥,对比调理后毛细吸水时间(CST)、泥饼含水率(MC)和余水总有机碳(TOC)、TP、TN变化情况,并结合调理剂投加成本(EC),采用层次分析法(AHP)构建综合评价模型,考察调理剂的综合性能。结果表明,调理剂投加量的增加有助于底泥脱水性能和余水水质的改善。FeCl3投加量为10.00%时,CST最佳为15.7s;阳离子聚丙烯酰胺(CPAM)投加量为1.00%时,获得最低泥饼MC 51.48%,此时还获得最低TN 18.74mg/L;聚合氯化铝(PAC)投加量为10.00%时,获得最低余水TP 1.83mg/L;经济性分析中,FeSO4的EC最低为19.0元/t,CPAM高达250.0元/t。统筹成本和调理效果,9种调理剂中FeCl3综合性能最好。 展开更多
关键词 调理剂 河道底泥 脱水性能 余水 综合性能评价
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Adjustment in the main-channel geometry of the lower Yellow River before and after the operation of the Xiaolangdi Reservoir from 1986 to 2015 被引量:11
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作者 WANG Yanjun WU Baosheng ZHONG Deyu 《Journal of Geographical Sciences》 SCIE CSCD 2020年第3期468-486,共19页
Based on the measured discharge,sediment load,and cross-sectional data from 1986 to 2015 for the lower Yellow River,changes in the morphological parameters(width,depth,and cross-sectional geomorphic coefficient)of the... Based on the measured discharge,sediment load,and cross-sectional data from 1986 to 2015 for the lower Yellow River,changes in the morphological parameters(width,depth,and cross-sectional geomorphic coefficient)of the main channel are analyzed in this paper.The results show that before the operation of the Xiaolangdi Reservoir(XLDR)from 1986 to 1999,the main channel shrunk continually,with decreasing width and depth.The rate of reduction in its width decreased along the river whereas that of depth increased in the downstream direction.Because the rate of decrease in the width of the main channel was greater than that in channel depth,the cross-sectional geomorphic coefficient decreased in the sub-reach above Gaocun.By contrast,for the sub-reach below Gaocun,the rate of decrease in channel width was smaller than that in channel depth,and the cross-sectional geomorphic coefficient increased.Once the XLDR had begun operation,the main channel eroded continually,and both its width and depth increased from 2000 to 2015.The rate of increase in channel width decreased in the longitudinal direction,and the depth of the main channel in all sub-reaches increased by more than 2 m.Because the rate of increase in the depth of the main channel was clearly larger than that of its width,the cross-sectional geomorphic coefficient decreased in all sub-reaches.The cross-sectional geometry of the main-channel of the lower Yellow River exhibited different adjustment patterns before and after the XLDR began operation.Before its operation,the main channel mainly narrowed in the transverse direction and silted in the vertical direction in the sub-reach above Aishan;in the sub-reach below Aishan,it primarily silted in the vertical direction.After the XLDR began operation,the main channel adjusted by widening in the transverse direction and deepening in the vertical direction in the sub-reach above Aishan;in the sub-reach below it,the main channel adjusted mainly by deepening in the vertical direction.Compared with the rates of decrease in the width and depth of the main channel during the siltation period,the rate of increase in channel width during the scouring period was clearly smaller while the rate of increase in channel depth was larger.After continual siltation and scouring from 1986 to 2015,the cross-sectional geometry of the main-channel changed from wide and shallow to relatively narrow and deep.The pattern of adjustment in the main channel was closely related to the water and sediment conditions.For the braided reach,the cross-sectional geomorphic coefficient was negatively correlated with discharge and positively correlated with suspended sediment concentration(SSC)during the siltation period.By contrast,the cross-sectional geomorphic coefficient was positively correlated with discharge and negatively correlated with SSC during the scouring period.For the transitional and meandering reaches,the cross-sectional geomorphic coefficient was negatively correlated with discharge and positively correlated with SSC. 展开更多
关键词 lower Yellow River changes in water and sediment conditions Xiaolangdi Reservoir geometry of main channel
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Fluvial processes of the downstream reaches of the reservoirs in the Lower Yellow River 被引量:4
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作者 TIAN Shimin WANG Weihong +1 位作者 XIE Baofeng ZHANG Min 《Journal of Geographical Sciences》 SCIE CSCD 2016年第9期1321-1336,共16页
Evolution of the river channel downstream of reservoirs is a complex process that is closely related to the operational mode of the reservoirs and the channel boundary conditions Numerous studies have been carried out... Evolution of the river channel downstream of reservoirs is a complex process that is closely related to the operational mode of the reservoirs and the channel boundary conditions Numerous studies have been carried out on the fluvial processes of downstream reservoirs. However, only a few of them have focused on the relationship between runoff-sediment con- ditions and channel pattern indicators. Also, the impacts of river training works on fluvial processes are seldom dealt with. In this paper, the evolutionary processes of three sections in the Lower Yellow River, including Tiexie-Yiluo River mouth reach, Huayuankou-Heigangkou reach and Jiahetan-Gaocun reach, were analyzed for variations in the channel boundary line and the mainstream between 1960 and 2015. Channel pattern indicators such as sinuosity, mainstream wandering range and width/depth ratio were analyzed based on field measure- ments obtained by the Hydrological Department of the Yellow River Conservancy Commis- sion. The effects of river training works on the channel evolution are then described. Since 1960, numerous medium- and large-sized reservoirs have been built on the Yellow River, including Longyangxia Reservoir, Liujiaxia Reservoir and Xiaolangdi Reservoir. These res- ervoirs impound the runoff from upstream and retain the sediment, which changes the runoff and sediment conditions in the downstream reach. As a consequence, annual runoff and the frequency and peak of flooding have all decreased. As a result, the flow dynamics and their action on the river channel are also reduced, which changes the dynamic state of the river course. The discrimination results obtained using the single parameter discrimination rule and the discrimination equation show that the degree of wandering is weakened in the reaches studied. The variations in the channel pattern indicators show that the sinuosity in- creases and the wandering range decreases with a reduction in the total annual volume of water. However, the degree of wandering has little relationship to the sediment concentration. In addition, river training works play an important role in controlling the river course. Due to improvements in the river training works, the river course has become more stable under the same runoff and sediment conditions. A new discrimination rule that takes into account the impacts of the river training works is proposed. The discrimination results were found to fit well with the actual river pattern, which shows that the discrimination rule is applicable to the Lower Yellow River. The results show that the runoff and sediment conditions are the most important factors in the evolution of the river course. The river training works have at the same time limited the wandering range of the mainstream and played an important role in the fluvial processes. Both factors combined lead to the stabilization of the river. 展开更多
关键词 wandering reach river course Lower Yellow River runoff and sediment conditions river trainingworks
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玉米茎秆汁液防治坡面土壤侵蚀的室内模拟试验 被引量:7
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作者 魏霞 李勋贵 Huang Chihua 《农业工程学报》 EI CAS CSCD 北大核心 2015年第11期173-178,共6页
该文通过室内人工模拟降雨试验,研究了地表施加玉米茎秆汁液对降雨产流产沙强度的影响,旨在探索玉米茎秆汁液是否可以作为土壤改良剂来减少产流产沙强度。试验设计了2种玉米茎秆汁液的施加量(400和800 g)、4种施加浓度(10%、25%、50%和7... 该文通过室内人工模拟降雨试验,研究了地表施加玉米茎秆汁液对降雨产流产沙强度的影响,旨在探索玉米茎秆汁液是否可以作为土壤改良剂来减少产流产沙强度。试验设计了2种玉米茎秆汁液的施加量(400和800 g)、4种施加浓度(10%、25%、50%和75%)和4种降雨强度(50、25、75、100 mm/h)。结果表明,各施加浓度和施加量的玉米茎秆汁液都能够减少降雨产流产沙强度,且相同条件下的产沙强度减小程度大于产流强度减小程度。当玉米茎秆汁液的施加量为400 g时,随着施加浓度从10%增加至25%、50%和75%,减流百分比分别为31.243%、31.685%、34.595%和39.475%,减沙百分比分别为23.167%、41.993%、37.918%和64.606%;当玉米茎秆汁液的施加量为800 g时,随着施加浓度从10%增加至25%、50%、75%,减流百分比分别为37.583%、56.433%、63.170%和76.360%,减沙百分比分别为48.214%、77.219%、88.572%和95.539%。当施加量和降雨强度相同时,产流产沙强度与施加浓度之间呈显著的指数函数递减关系,产沙强度随降雨强度的变化呈显著的幂函数递增关系。当施加量为400 g时,各施加浓度下的产流强度与降雨强度之间呈显著的线性函数递增关系,当施加量为800 g时,各施加浓度下的产流强度随降雨强度呈显著的指数函数递增关系。研究为水力侵蚀的防治提供了新思路,为水蚀荒漠化的防治提供了新方法。 展开更多
关键词 土壤改良剂 产流 产沙 水土流失 模拟降雨 玉米茎秆汁液
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PAM对不同坡度坡地产流产沙及氮磷流失的影响 被引量:17
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作者 王丽 王力 王全九 《环境科学学报》 CAS CSCD 北大核心 2015年第12期3956-3964,共9页
聚丙烯酰胺(PAM)是一种高效土壤改良剂,能影响土壤入渗、产流及溶质迁移、淋失.通过人工模拟降雨试验,研究了5°、15°和25°3个坡度水平下PAM对黄土高原沟壑区黑垆土坡地土壤侵蚀及氮磷流失情况的影响.结果显示:施加PA... 聚丙烯酰胺(PAM)是一种高效土壤改良剂,能影响土壤入渗、产流及溶质迁移、淋失.通过人工模拟降雨试验,研究了5°、15°和25°3个坡度水平下PAM对黄土高原沟壑区黑垆土坡地土壤侵蚀及氮磷流失情况的影响.结果显示:施加PAM后增加了5°和15°坡面的总产流量却减少了25°坡面的总产流量;PAM组初始产沙量较大,8 min以后,施加PAM组与对照组产沙速率出现差异并开始降低,表明施用PAM的起作用时间约为8~10 min,5°、15°和25°3个坡度的减沙率分别为38.2%、3.7%和53.9%.PAM对3个坡度径流中磷浓度有减小作用且不受坡度变化的影响,对5°和15°坡面铵态氮浓度影响不明显,但对25°坡面铵态氮浓度有明显减小作用,此外,PAM的施用能降低铵态氮初始流失浓度.施加PAM能影响土壤水分的再分配过程并减少3个坡度坡面硝态氮和磷的向下淋失.施加PAM后,5°、15°和25°坡面磷流失总量显著减少,减小幅度分别为77.6%、64.5%和85.1%;径流硝态氮流失总量随着坡度的增加先增加后减少,在15°~20°之间存在改变PAM对硝态氮影响作用的转折坡度值,PAM处理后的硝态氮流失量与径流量在0.05水平上显著相关,相关系数为0.998;PAM能够显著减少陡坡25°坡面溶解态铵态氮的流失量,减少幅度为60.1%.该项研究结果可为当地PAM的合理有效施用和提高水分及养分利用率提供科学指导. 展开更多
关键词 土壤改良剂PAM 坡度 入渗 产流产沙 氮磷流失
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硫化铜矿酸性废水底泥再利用试验研究 被引量:2
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作者 薛锦春 李国平 +1 位作者 张兆阳 何敏 《铜业工程》 CAS 2019年第3期23-26,共4页
硫化铜矿酸性废水处理后产生大量底泥(HDS),属于Ι类工业固体废物。通过底泥成分检测与分析,综合运用生物学、土壤学、肥科学、园艺学、环境生态学和水土保持工程学知识,采用植物修复技术、土壤修复技术、微生物修复技术对底泥进行修复... 硫化铜矿酸性废水处理后产生大量底泥(HDS),属于Ι类工业固体废物。通过底泥成分检测与分析,综合运用生物学、土壤学、肥科学、园艺学、环境生态学和水土保持工程学知识,采用植物修复技术、土壤修复技术、微生物修复技术对底泥进行修复增肥,研究得出相应的底泥修复增肥配方工艺和标准,实现底泥增肥修复,从而替代土壤作为植生基质再运用于矿山生态修复工程,既实现底泥废弃物减量化循环再利用,又替代土壤,避免取土造成的环境破坏,同时节约大量的复垦资金,在大型硫化铜矿中具有广泛的推广应用价值和社会价值。 展开更多
关键词 硫化铜矿 底泥 调理剂 生态复垦 循环利用
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调理剂对改善河道底泥脱水性能的效果研究 被引量:6
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作者 王慧 王茜徵 +2 位作者 翟晓峰 桂丕 李化山 《环境工程》 CAS CSCD 北大核心 2016年第S1期186-189,共4页
为研究河道底泥脱水干化过程中,不投加调理剂及分别投加单一型、复配型、复合型、复合+复配型4种不同类型调理剂对底泥脱水性能的效果影响。结果表明,添加调理剂对改善底泥脱水效果有很好的提升作用,平均过滤性能提升81.7%,平均沉降速... 为研究河道底泥脱水干化过程中,不投加调理剂及分别投加单一型、复配型、复合型、复合+复配型4种不同类型调理剂对底泥脱水性能的效果影响。结果表明,添加调理剂对改善底泥脱水效果有很好的提升作用,平均过滤性能提升81.7%,平均沉降速度提升79.2倍。4类调理剂中,复配型调理剂性能最佳,过滤性能提升100%,沉降比降低60.5%,沉降速度提升84.3倍;其次是复合+复配型调理剂,可使底泥获得最佳可脱水程度,脱水率提高了37.2%,较初始底泥含水率降低60.5%,干化效果最好。 展开更多
关键词 河道底泥 调理剂 脱水性能 改善效果
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白洋淀疏浚底泥絮凝脱水试验及应用 被引量:8
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作者 黄佳音 王占军 +2 位作者 肖博 杨旺旺 张海涛 《水运工程》 北大核心 2020年第S01期21-24,共4页
针对白洋淀生态清淤底泥土工管袋脱水絮凝的问题,开展土工管袋脱水试验研究及工程验证。进行无机絮凝剂、有机絮凝剂和生物絮凝剂的复配小试和中试试验,提出适用于白洋淀土工管袋脱水的絮凝方案,并通过工程化实施,验证了絮凝方案的土工... 针对白洋淀生态清淤底泥土工管袋脱水絮凝的问题,开展土工管袋脱水试验研究及工程验证。进行无机絮凝剂、有机絮凝剂和生物絮凝剂的复配小试和中试试验,提出适用于白洋淀土工管袋脱水的絮凝方案,并通过工程化实施,验证了絮凝方案的土工管袋脱水性能。研究采用分组试验的方法,以底泥絮凝后絮体大小、絮体强度和上清液清澈度作为评价指标。结果表明:复配絮凝剂投加量1.5%时,底泥絮凝效果最优,且余水水质化学需氧量(COD)、总磷(TP)改善明显,COD和TP分别削减83.92%和91.18%,土工管袋充填结束第30 d降低底泥含水率至低于55%。 展开更多
关键词 底泥脱水 土工管袋 底泥调理剂 余水水质
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Red soil for sediment capping to control the internal nutrient release under flow conditions 被引量:1
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作者 Lei Xia Guo Liu +2 位作者 Chunmei Chen Meiyan Wen Yangyang Gao 《Frontiers of Environmental Science & Engineering》 SCIE EI CAS CSCD 2016年第6期63-71,共9页
Nitrogen (N) and phosphorus (P) released from the sediment to the surface water is a major source of water quality impairment. Therefore, inhibiting sediment nutrient release seems necessary. In this study, red so... Nitrogen (N) and phosphorus (P) released from the sediment to the surface water is a major source of water quality impairment. Therefore, inhibiting sediment nutrient release seems necessary. In this study, red soil (RS) was employed to control the nutrients released from a black-odorous river sediment under flow conditions. The N and P that were released were effectively controlled by RS capping. Continuous-flow incubations showed that the reduction efficiencies of total N (TN), ammonium (NH4+-N), total P (TP) and soluble reactive P (SRP) of the overlying water by RS capping were 77%, 63%, 77% and 92%, respectively, and nitrification and denitrification occurred concurrently in the RS system. An increase in the water velocity coincided with a decrease in the nutrient release rate as a result of intensive water aeration. 展开更多
关键词 sediment Red soil capping Flow conditions Nitrogen Phosphorus
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河道疏浚底泥脱水技术及工艺优化研究进展 被引量:2
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作者 李青 熊刚 《环境保护与循环经济》 2024年第3期30-34,84,共6页
底泥脱水是底泥实现后续处置的最重要一环。归纳总结了目前底泥脱水技术研究现状,对常用的底泥脱水技术、底泥脱水调理剂进行了调研,并对底泥脱水设备的工艺优化进行了总结,发现目前单一的底泥脱水技术均有一定的缺陷。建议在对单一技... 底泥脱水是底泥实现后续处置的最重要一环。归纳总结了目前底泥脱水技术研究现状,对常用的底泥脱水技术、底泥脱水调理剂进行了调研,并对底泥脱水设备的工艺优化进行了总结,发现目前单一的底泥脱水技术均有一定的缺陷。建议在对单一技术进行优化的同时,开发其他辅助高效低耗的新型底泥脱水技术。以期为底泥脱水技术在我国的发展和研究工作提供有效借鉴。 展开更多
关键词 河道底泥 脱水 调理剂 设备工艺优化
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