高通量深海海水原位采样及分级过滤系统     

陈永华  于非  李晓龙  宋凯  刘庆奎  李培海  姜静波  倪佐涛  徐永平  涂登志 《海洋与湖沼》2017,48(6):1465-1470

深海悬浮颗粒物((含浮游微生物)的研究具有重要意义,但深海大洋中多数海域悬浮物的丰度很低,其研究需要较多水样(一次过滤水样超过200L,甚至达到1000L以上),传统方法用采水器采水后甲板过滤费时费力。基于此,本文研制了一种高通量深海海水采样及分级过滤装置,装置包括总成深海泵、过滤装置、数据采集与控制装置,以及支撑架体、供电部件、连接机构和流量计等辅助部件。过滤装置分三级过滤(分别放置0.22、1和5μm孔径的滤膜,并可根据需要更换组合),控制装置采用深度触发和时间触发两种工作模式,并可配套安装CTD、荧光计等海洋环境参数测量设备。针对调查站点,将若干套(如3套)高通量深海海水采样及分级过滤系统分一定间隔悬挂于深海绞车缆线上,可以同步进行相应水层的海水原位过滤,从而形成多水层同步高通量原位多级过滤,以获取浮游微生物等悬浮颗粒物样品。该原位取样系统具有多层同步高通量过滤和分级采样的特点,现已被应用于海洋科考航次中,为深海悬浮颗粒物(含浮游微生物等)的研究提供了一种简约高效的样品获取方法。  相似文献   

Experimental study on settling velocity of soil particles in dredged slurry     

Nan Zhang  Wei Zhu  Hongtao He  Yiyan Lv  Shengwei Wang 《Marine Georesources & Geotechnology》2017,35(6):747-757

Studying sedimentation and consolidation of dredged slurry has significant implications to the design of storage yard and subsequent ground improvement. In this study, settling velocity of soil particles in dredged slurry during sedimentation and consolidation processes was investigated using an improved multilayer extraction sampling (MES) method. A series of sedimentation column tests were performed on dredged slurry with three different initial water contents. Distributions of volume of soil particles and density of dredged slurry were first obtained by the MES method, settling velocity of soil particles was then calculated by volume flux function approach. It was found that the density and velocity inflection points can be used to distinguish the settling zone and the consolidation zone. The experimental results reveal that the velocity of soil particles was quite low and monotonically decreased with sedimentation height at low initial water content throughout the whole test period, whereas it was increased at 0–1 hours and almost remained constant at 1–7 hours in the settling zone at high initial water content. The effects of initial water content on sedimentation and consolidation mode of dredged slurry and the settling velocity of soil particles were discussed. The relationship between settling velocity of soil particles and particle diameter was also studied. It is indicated that the measured velocity of soil particles was much lower than that calculated by the Stokes equation, and it was related to 0.4881–0.5906 order of particle diameter at 0–1 hours and 0.1117–0.1825 order of particle diameter at 1–7 hours for the test slurries.  相似文献