Removal of BOD and TSS of Student Dormitory Greywater using Vertical Sub-Surface Flow Constructed Wetland of <i>Ipomoea Aquatica</i>

Yulistyorini, Anie; Puspasari, Arum Kumala; Mujiyono,; Sari, Astri Anindya

doi:10.1088/1757-899x/515/1/012056

Cited by 3 publications

(2 citation statements)

References 13 publications

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“…Grey water footprint dapat dikuantifikasikan dengan cara menghitung jumlah air yang digunakan untuk mengolah air yang tercemar sehingga kualitas air buangan tetap berada sama atau di atas standar kualitas air yang diizinkan (Hoekstra et al, 2009). Grey water footprint harus dilakukan untuk mengatasi masalah pencemaran badan air yang berasal dari pembuangan air limbah yang tidak diolah dari bisnis, industri, dan rumah (Yulistyorini et al, 2019). Volume rata-rata grey water setiap harinya sebesar 5.492 m 3 atau 5492 Liter dengan konsentrasi polutan grey water pada Tabel 7.…”

Section: Grey Water Footprintunclassified

Overhead Operational Water Footprint Dan Kualitas Air Pada Gedung Bertingkat (Studi Kasus Graha Rektorat Universitas Negeri Malang)

Yulistyorini¹,

Silvia²,

Ariestadi³

2022

JTS

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Graha Rektorat Building at the State University of Malang (UM) significantly contributes to water usage. Water usage in the building must be managed and appropriately considered, so it can highly contribute to UM's ranking of UI Green Metric for water conservation indicators. Water usage can be calculated by analysis of overhead operational water footprint. This research aims to analyse green, blue, and grey water footprint, overhead operational water footprint, and the quality of green water on the Graha Rektorat building. The methods used in this research are the quantitative method. This research showed the blue water footprint, green water footprint, and grey water footprint of Graha Rektorat building each by 5628 m3 during January – September 2021, 4361.43 m3/year 18.575 m3/day. Overhead operational water footprint on Graha Rektorat building equal with the value of blue water footprint which is 5628 m3 during January – September 2021. The quality of green water on the Graha Rektorat building does not meet the requirements of Indonesian Minister of Health No. 32 of 2017 concerning environmental health quality standards and water health requirements for hygienic and sanitation purposes. Swimming Pools, Solus Per Aqua, and Public Baths, so as another alternative, green water can be used as a substitute for flushing toilets and watering plants to reduce blue water usage.

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Section: Grey Water Footprintunclassified

Overhead Operational Water Footprint Dan Kualitas Air Pada Gedung Bertingkat (Studi Kasus Graha Rektorat Universitas Negeri Malang)

Yulistyorini¹,

Silvia²,

Ariestadi³

2022

JTS

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“…The maximum reduction in BOD is attributed to the microbial degradation of organic components coupled with the ample oxygen supply in the root zone [181]. Adsorption, sedimentation, and microbial degradation are the primary mechanisms for the effective removal of BOD [182,183]. Meanwhile, reduction of COD is credited to microbial degradation of substrate through plant roots [146,184].…”

Section: Removal Of Organic Mattermentioning

confidence: 99%

Implementation of Floating Treatment Wetlands for Textile Wastewater Management: A Review

et al. 2020

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The textile industry is one of the most chemically intensive industries, and its wastewater is comprised of harmful dyes, pigments, dissolved/suspended solids, and heavy metals. The treatment of textile wastewater has become a necessary task before discharge into the environment. The textile effluent can be treated by conventional methods, however, the limitations of these techniques are high cost, incomplete removal, and production of concentrated sludge. This review illustrates recent knowledge about the application of floating treatment wetlands (FTWs) for remediation of textile wastewater. The FTWs system is a potential alternative technology for textile wastewater treatment. FTWs efficiently removed the dyes, pigments, organic matter, nutrients, heavy metals, and other pollutants from the textile effluent. Plants and bacteria are essential components of FTWs, which contribute to the pollutant removal process through their physical effects and metabolic process. Plants species with extensive roots structure and large biomass are recommended for vegetation on floating mats. The pollutant removal efficiency can be enhanced by the right selection of plants, managing plant coverage, improving aeration, and inoculation by specific bacterial strains. The proper installation and maintenance practices can further enhance the efficiency, sustainability, and aesthetic value of the FTWs. Further research is suggested to develop guidelines for the selection of right plants and bacterial strains for the efficient remediation of textile effluent by FTWs at large scales.

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Evaluation of the Purification Performance of the Kossodo Wastewater Treatment Plant in Ouagadougou

Sawadogo¹,

Koné²,

Yamma³

et al. 2021

JEP

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Removal of BOD and TSS of Student Dormitory Greywater using Vertical Sub-Surface Flow Constructed Wetland of Ipomoea Aquatica

Cited by 3 publications

References 13 publications

Overhead Operational Water Footprint Dan Kualitas Air Pada Gedung Bertingkat (Studi Kasus Graha Rektorat Universitas Negeri Malang)

Overhead Operational Water Footprint Dan Kualitas Air Pada Gedung Bertingkat (Studi Kasus Graha Rektorat Universitas Negeri Malang)

Implementation of Floating Treatment Wetlands for Textile Wastewater Management: A Review

Evaluation of the Purification Performance of the Kossodo Wastewater Treatment Plant in Ouagadougou

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