Javascript must be enabled to continue!
Solids Reduction Process for Agricultural Effluent – A Laboratory Feasibility Study
View through CrossRef
Process steps of flocculation, filtration and centrifugation are investigated to better utilizing existing storage capacity of agriculturally based effluents and at the same time minimize the environmental impact of agricultural operations.
As flocculant Ca(OH)2 as a 20% solution, FeCl3 as a 30% solution, and Al2(SO4)3 as a 20% solution were used.
The solids content of the liquid manure, having a preadjusted pH of 9.5, resulted in a solids reduction of up to 46.8% with centrifugation.
For all flocculants, the 20% Ca(OH)2 solution, the 30% FeCl3 solution, and the 20% Al2(SO4)3 solution resulted in a decrease of the solids content of the liquid manure.
FeCl3 as flocculant reduced the solids content by 45%, Al2(SO4)3 and Ca(OH)2 as flocculant by 21.0% after the second centrifugation process. Filtration as the fourth process step reduced the solids content further by 31.6% for the Ca(OH)2 flocculant, whereas for FeCl3 and Al2(SO4)3 as flocculant and increase of the solids content by 18.2% and 2.5% respectively resulted.
The flocculant Ca(OH)2 outperformed FeCl3 and Al2(SO4)3 by 71.2%, 65.4%, and 56.9% respectively.
A Maximum COD removal rate of 47/8% could be realized without flocculant and 70.6% COD removal rate could be utilized using FeCl3 as flocculant applying a second centrifugation process.
Sciencedomain International
Title: Solids Reduction Process for Agricultural Effluent – A Laboratory Feasibility Study
Description:
Process steps of flocculation, filtration and centrifugation are investigated to better utilizing existing storage capacity of agriculturally based effluents and at the same time minimize the environmental impact of agricultural operations.
As flocculant Ca(OH)2 as a 20% solution, FeCl3 as a 30% solution, and Al2(SO4)3 as a 20% solution were used.
The solids content of the liquid manure, having a preadjusted pH of 9.
5, resulted in a solids reduction of up to 46.
8% with centrifugation.
For all flocculants, the 20% Ca(OH)2 solution, the 30% FeCl3 solution, and the 20% Al2(SO4)3 solution resulted in a decrease of the solids content of the liquid manure.
FeCl3 as flocculant reduced the solids content by 45%, Al2(SO4)3 and Ca(OH)2 as flocculant by 21.
0% after the second centrifugation process.
Filtration as the fourth process step reduced the solids content further by 31.
6% for the Ca(OH)2 flocculant, whereas for FeCl3 and Al2(SO4)3 as flocculant and increase of the solids content by 18.
2% and 2.
5% respectively resulted.
The flocculant Ca(OH)2 outperformed FeCl3 and Al2(SO4)3 by 71.
2%, 65.
4%, and 56.
9% respectively.
A Maximum COD removal rate of 47/8% could be realized without flocculant and 70.
6% COD removal rate could be utilized using FeCl3 as flocculant applying a second centrifugation process.
Related Results
Analysis of the Impact of Agricultural Products Import Trade on Agricultural Carbon Productivity: Empirical Evidence from China
Analysis of the Impact of Agricultural Products Import Trade on Agricultural Carbon Productivity: Empirical Evidence from China
Abstract
To realize the goal of “dual carbon”, China urgently needs to seek the path of low-carbon agricultural development. The existing agricultural trade deficit in Chin...
The impact of agricultural production agglomeration on agricultural economic resilience: based on spatial spillover and threshold effect test
The impact of agricultural production agglomeration on agricultural economic resilience: based on spatial spillover and threshold effect test
This study focuses on the role of agricultural production agglomeration in strengthening agricultural economic resilience, exploring the threshold effect of agricultural technologi...
Segregation in Bimodal Contact/Combined Load: Tilting-Flume Study
Segregation in Bimodal Contact/Combined Load: Tilting-Flume Study
In this contribution, the effects of solids segregation on intense transport of solids and bed friction in a laboratory flume are evaluated by comparing bimodal solids flows with t...
Industrial effluent treatment: Theoretical and experimental analysis
Industrial effluent treatment: Theoretical and experimental analysis
Industries like textile and tannery are facing effluent disposal as well as water scarcity problems. To solve these two problems, an attempt has been made to convert the industrial...
Diffusion of a Surface Marine Sewage Effluent
Diffusion of a Surface Marine Sewage Effluent
Any scalar concentration discharging to the sea through a freshwater release is a thermodynamic two-phase flow including different densities and different temperatures. Because of ...
Clarity tubes as effective citizen science tools for monitoring wastewater treatment works and rivers
Clarity tubes as effective citizen science tools for monitoring wastewater treatment works and rivers
Abstract
Improved freshwater resource management requires the implementation of widespread, effective, and timely water quality monitoring. Conventional monitoring m...
Common Effluent Treatment Plants Monitoring and Process Augmentation Options to Conform Non-potable Reuse
Common Effluent Treatment Plants Monitoring and Process Augmentation Options to Conform Non-potable Reuse
The stringency in effluent discharge and reuse standards has made it extremely expensive to discharge the effluents safely or reuse them. Therefore, existing wastewater treatment p...
Digital Farming and Smart Farming from the Perspective of Agricultural Students at Malikussaleh University 2022
Digital Farming and Smart Farming from the Perspective of Agricultural Students at Malikussaleh University 2022
This study describes the views of agricultural students in seeing the opportunities and challenges of the era of digital farming and smart farming. To further grow their interest t...

