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表面活性剂压裂液机理与携砂性能研究 被引量:21
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作者 李曙光 郭大立 +1 位作者 赵金洲 曾晓慧 《西南石油大学学报(自然科学版)》 CAS CSCD 北大核心 2011年第3期133-136,200,共4页
用透射电镜和扫描电镜等多种实验手段,结合表面活性剂溶液的基础理论,通过对表面活性剂内外在宏观与微观关联性质的分析,研究并基本认清了表面活性剂压裂液的成胶机理和破胶机理;论证了表面活性剂压裂液以弹性携砂为主的机理,提出了用... 用透射电镜和扫描电镜等多种实验手段,结合表面活性剂溶液的基础理论,通过对表面活性剂内外在宏观与微观关联性质的分析,研究并基本认清了表面活性剂压裂液的成胶机理和破胶机理;论证了表面活性剂压裂液以弹性携砂为主的机理,提出了用悬浮切力来表征表面活性剂压裂液携砂性能的新方法。实验结果表明:在100 s?1的剪切速率下,胍胶压裂液和表面活性剂压裂液最低携砂黏度分别为100 mPa.s和30 mPa.s,在同样剪切速率下表面活性剂压裂液的最低携砂黏度比胍胶压裂液小得多。 展开更多
关键词 表面活性剂 压裂液 成胶机理 携砂性能 悬浮切力
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Effects of Aquatic Plants on the Feature of Sediment Resuspension in Lake Taihu 被引量:1
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作者 许晓伟 陈昌仁 +1 位作者 万福绪 谢宇 《Agricultural Science & Technology》 CAS 2012年第1期206-210,共5页
[Objective] The aim was to study effects of aquatic plants on resuspen- sion of sediment in Lake Taihu. [Method] New resuspension simulator was used in the research. Elodea nuttalli, submerged plant, and Phragmites au... [Objective] The aim was to study effects of aquatic plants on resuspen- sion of sediment in Lake Taihu. [Method] New resuspension simulator was used in the research. Elodea nuttalli, submerged plant, and Phragmites australis, emergent aquatic plant, were grown in substrate sludge with varied planting density set. Study of simulation experiment on the feature of sediment resuspension was carried on under shearing stress of 0.2-0.5 N/m2 and agitation of 1-30 min. [Result] Aquatic plant growing would effectively reduce seston concentration in water. Concentrations of final Suspended Particulate Matter (SPM) in experimental groups and control groups were as follows: water without plant〉coverage of 30% of Elodea nuttalli〉cov- erage of 60% of Elodea nuttalli〉Phragmites australis with concentration of 50 stock/m2〉 coverage of 90% of Elodea nuttalli〉Phragmites australis with concentration of 80 stock/m2〉Phragmites australis with concentration of 150 stock/m2; SPM concentration showed a tendency from increasing to stable with change of stirring time under dif- ferent shearing stresses: SPM concentration was of severe change at early stage in barrel without aquatic plant while change of SPM concentration in barrel with aquatic plant was quite mild and grew smaller with concentration increasing; SPM concentration was reduced much more if Phragmites australis planted compared with that of Elodea nuttalli; under different shearing stresses, reduction of SPM concen- tration by increase of Phragmites australis area was much more than by increase of Elodea nuttalli area. [Conclusion] It would provide powerful scientific reference for control on aquatic environment through comprehensive research on the feature of sediment resuspension. 展开更多
关键词 SEDIMENT Aquatic plant RESUSPENSION Shearing stress Lake Taihu
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Sediment Resuspension Mechanisms in Aquaculture Area, Sanggou Bay 被引量:1
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作者 Zengjie Jiang Guanghua Wang Jianguang Fang 《Journal of Environmental Science and Engineering(A)》 2012年第3期295-302,共8页
The sediment resuspension mechanisms in Sungo Bay, a large-scale aquaculture area in north China, were investigated by analysing data collected during several periods from 2005 to 2006. Nortek 6M ADV current meter and... The sediment resuspension mechanisms in Sungo Bay, a large-scale aquaculture area in north China, were investigated by analysing data collected during several periods from 2005 to 2006. Nortek 6M ADV current meter and YSI6600 were used to collect the field data on current speed, current direction and water turbidities 1 m above the bottom. Based on the collected field data, it could be found that wind-waves and currents were the main driving force for sediment resuspension. The correlation between suspended sediment concentration (SSC) and turbidity (NTU) is SSC = 15.908 x In (NTU) + 7.0888 (n = 33, R2 = 0.7209). Taking the key factor (angle 0) into account, the combination effect between wave and current were expressed. Results showed that the combined shear stress (row) of wave stress (re) and current stress (rw) could be calculated by row = rc + 2√ rcrw sin θ + rw sin^2 θ. The critical shear stress for sediment resuspension was about 0.059 N/m^2. The correlation between suspended sediment concentration and critical shear stress could be expressed by rcw = 238.06 SSC + 25.215 (n = 25, R^2 = 0.7298). 展开更多
关键词 Sediment resuspension wave-current interaction critical shear stress Sanggou Bay.
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