Javascript must be enabled to continue!
Dewatering and Treatment of Septage Using Vertical Flow Constructed Wetlands
View through CrossRef
The vertical flow constructed wetland (VFCW) has become an attractive decentralised technology for septage treatment. One of the main purposes of the septage treatment is to reduce the volume of raw septage through dewatering, where the solids content is retained in the wetland bed and the water content is released. The retention of solids forms a layer of sludge deposit at the wetland surface, and the drained water, the so-called leachate, typically contains a lower solids content. This article reports the performance of dewatering and filtration of a pilot-scale VFCW designed for septage treatment. A comparison between two feeding strategies, hydraulic loading rate (HLR) and solids loading rate (SLR), is presented. The dewatering efficiency through drainage was found to be dependent on the solids load. The removal of total solids (TS) and chemical oxygen demand (COD) were excellent as the quality of leachate showed that more than 90% of TS and COD were retained in the system. This study reveals that the feeding based on SLR delivered a more sustainable performance for dewatering and solids removal. The build-up of sludge deposit significantly deteriorated the dewatering efficiency through drainage, but it tended to improve the filtration capacity.
Title: Dewatering and Treatment of Septage Using Vertical Flow Constructed Wetlands
Description:
The vertical flow constructed wetland (VFCW) has become an attractive decentralised technology for septage treatment.
One of the main purposes of the septage treatment is to reduce the volume of raw septage through dewatering, where the solids content is retained in the wetland bed and the water content is released.
The retention of solids forms a layer of sludge deposit at the wetland surface, and the drained water, the so-called leachate, typically contains a lower solids content.
This article reports the performance of dewatering and filtration of a pilot-scale VFCW designed for septage treatment.
A comparison between two feeding strategies, hydraulic loading rate (HLR) and solids loading rate (SLR), is presented.
The dewatering efficiency through drainage was found to be dependent on the solids load.
The removal of total solids (TS) and chemical oxygen demand (COD) were excellent as the quality of leachate showed that more than 90% of TS and COD were retained in the system.
This study reveals that the feeding based on SLR delivered a more sustainable performance for dewatering and solids removal.
The build-up of sludge deposit significantly deteriorated the dewatering efficiency through drainage, but it tended to improve the filtration capacity.
Related Results
=== PAPER RETRACTED === === PAPER RETRACTED === === PAPER RETRACTED === === PAPER RETRACTED === === PAPER RETRACTED === === PAPER RETRACTED === Knowledge of the Problem and Intention to Act on Student Environmentally Responsible Behavior
=== PAPER RETRACTED === === PAPER RETRACTED === === PAPER RETRACTED === === PAPER RETRACTED === === PAPER RETRACTED === === PAPER RETRACTED === Knowledge of the Problem and Intention to Act on Student Environmentally Responsible Behavior
<p><span lang="IN"><span style="vertical-align: inherit;"><span style="vertical-align: inherit;">=== PAPER RETRACTED === </span></span></span...
A review of sustainable septage management strategies on the islands in Croatia
A review of sustainable septage management strategies on the islands in Croatia
Abstract
This paper analyzes the problem of septage management on Croatian islands in accordance with the circular economy framework. The systems approach methodolog...
Ecological Status of Temporary Wetlands in Central Tamilnadu District, India.
Ecological Status of Temporary Wetlands in Central Tamilnadu District, India.
Abstract
Temporary wetlands (TW) are distinguished by a distinct collection of uncommon and specialised flora and fauna species, modest size, periodical drying, and plentif...
Hydrogeochemistry of Urban Wetlands of Delhi, India
Hydrogeochemistry of Urban Wetlands of Delhi, India
<p>Delhi, India&#8217;s capital is the second largest urban agglomeration in the world. It is expected to surpass Tokyo to become world&#8217;s larges...
Treatment and Re-cycling of Sludge from Urban Decentralized Sanitation Facilities
Treatment and Re-cycling of Sludge from Urban Decentralized Sanitation Facilities
Decentralized sanitation facilities like pit latrines, conservancy tanks, septic tanks or even decentralized wastewater treatment plants accumulating organic sludge hazardous to gr...
The status and unique characteristics of wetlands
The status and unique characteristics of wetlands
Abstract
Wetlands take various forms; accordingly, they may include artificial or natural water, permanent or temporary water, fresh, brackish, or salt water...
Characterization of Oil-Water Two-phase Flow Patterns in Vertical Upward Flow Pipes Based on Fractal and Chaotic Time Series Analysis
Characterization of Oil-Water Two-phase Flow Patterns in Vertical Upward Flow Pipes Based on Fractal and Chaotic Time Series Analysis
Abstract
Characterization of oil-water two-phase flow patterns in vertical upward oil-water two-phase flow having an inner diameter 18mm are elucidated based on f...
Changes of urban wetlands in Wuhan, China, from 1987 to 2005
Changes of urban wetlands in Wuhan, China, from 1987 to 2005
Urban wetlands play a significant role in the sustainable development of the urban eco-environment. However, accelerated urbanization has caused rapid changes in urban wetland land...

