Removal of total suspended solids and turbidity within experimental vegetated channel: optimization through response surface methodology

被引：17
作者：
Yahyapour, Soheil [1 ]
Golshan, Abolfazl [2 ]
Ghazali, Abdul Halim B. [1 ]
机构：
[1] Univ Putra Malaysia, Dept Civil Engn, Fac Engn, Serdang 43400, Selangor, Malaysia
[2] Univ Putra Malaysia, Dept Mech Engn, Fac Engn, Serdang 43400, Selangor, Malaysia
来源：
JOURNAL OF HYDRO-ENVIRONMENT RESEARCH | 2014年 / 8卷 / 03期
关键词：
Vegetated channel; Total suspended solids; Turbidity; Response surface methodology; Analysis of variance; SEDIMENT TRANSPORT; FLOW; ACCUMULATION;
D O I：
10.1016/j.jher.2013.03.004
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
Vegetation plays an important role in transport and settling of suspended sediment in natural waterways. In this study, effectiveness of emergent vegetation in an open channel for the removal of Total Suspended Solids (TSS) and turbidity is empirically investigated. To this end, response surface methodology (RSM) was applied to optimize three variables of vegetated channel including flow velocity at the entrance, density of vegetation, and the length of vegetation zone. Analysis of Variance (ANOVA) was employed to verify the precision of the mathematical models and their relative parameters. Optimum values generated by RSM were compared with experimental results of percentage TSS and turbidity removal and good agreement was observed. (C) 2013 International Association for Hydro-environment Engineering and Research, Asia Pacific Division. Published by Elsevier B.V. All rights reserved.
引用
收藏
页码：260 / 269
页数：10
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