吹填泥浆絮凝沉降规律研究
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中央高校基本科研业务费专项基金资助项目(2015B17714)


Study on the flocculation sedimentation law of hydraulic-dredged Slurry
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    摘要:

    以温州洞头吹填泥浆为研究对象,利用沉降柱试验,考察吹填泥浆的絮凝沉积规律。结果表明,CPAM的加入显著提高了泥浆的沉降速率,可有效提高泥水分离速率,并使上覆水澄清,一定程度上可增加沉积土的密度、降低沉积土的孔隙比;同时,根据吹填泥浆的絮凝沉积规律,提出以CPAM作为絮凝剂处理吹填泥浆的絮凝沉积模式,将其分为絮凝沉降、快速沉降、慢速沉降、稳定四个阶段。

    Abstract:

    By using the sedimentation column test, the flocculation sedimentation law of the hydraulicdredged slurry is investigated with the case of Dongtou of Wenzhou. The results show that the addition of CPAM can increase the settling rate of slurry, improve the separation rate of slurry, and make the overlying water clear, which can increase the density of sedimentary soil in some extent, and reduce the void ratio of sedimentary soil; At the same time, according to the flocculation sedimentation law of hydraulic-dredged slurry, the flocculation sedimentation model of CPAM as flocculant to treat the dredger filled slurry is put forward, which is divided into four stages of flocculation sedimentation, rapid settling, slow settling and stabilization.

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张涛,艾英钵,范志浩,沙学军.吹填泥浆絮凝沉降规律研究[J].河北工程大学自然版,2017,34(3):50-55

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  • 收稿日期:2017-07-06
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  • 在线发布日期: 2017-10-21
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