INSTALLATION DESIGN OF LEACHATE TREATMENT TPA CIJERUK, SUMEDANG REGENCY

The Cijeruk Final Processing Site (TPA) is located in Cijeruk Village, Pamulihan District, Sumedang Regency and has been built in 2018 and has not yet been completed. Currently the Cijeruk TPA is under the control and supervision of the Public Works and Public Housing Service, and the Sumedang Regen...

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Main Author: Fatmawati, Dewi
Format: Final Project
Language:Indonesia
Online Access:https://digilib.itb.ac.id/gdl/view/63777
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Institution: Institut Teknologi Bandung
Language: Indonesia
id id-itb.:63777
spelling id-itb.:637772022-03-09T13:17:50ZINSTALLATION DESIGN OF LEACHATE TREATMENT TPA CIJERUK, SUMEDANG REGENCY Fatmawati, Dewi Indonesia Final Project IPL Cijeruk, leachate treatment plant, leachate, solid waste, Sumedang, TPA Cijeruk. INSTITUT TEKNOLOGI BANDUNG https://digilib.itb.ac.id/gdl/view/63777 The Cijeruk Final Processing Site (TPA) is located in Cijeruk Village, Pamulihan District, Sumedang Regency and has been built in 2018 and has not yet been completed. Currently the Cijeruk TPA is under the control and supervision of the Public Works and Public Housing Service, and the Sumedang Regency Environmental and Life Service. The location used for this TPA is vacant land with a total area of 5,726 Ha. The condition of the land currently used by the Cijeruk TPA is vacant land which is located close to the settlements of the residents of Cijeruk Village. The Cijeruk TPA is planned to serve Cimanggung sub-districts, Jatinangor sub-districts, Tanjungsari sub-districts, Sukasari sub-districts and Rancakalong sub-districts. Another plan is for the Cijeruk TPA from the gate to build an office, a weighbridge before entering the landfill area which is divided into 2 (two) zones and the landfill system to be used is a sanitary landfill. The leachate discharge that will be used as the basis for planning units in the IPL is 0.27 L/second and/or 0.29 L/second. Because, TPA Cijeruk is still under construction, the infrastructure and facilities are based on the design and design of the TPA Cijeruk in accordance with the development plan. Based on the comparison of the results of the analysis of literature data, several pollutant parameters exceed the quality standards such as COD reaching 15000 mg/L, BOD 7500 mg/L, and TSS 2000 mg/L. Based on the weighting results, the selected treatment alternative for IPL Cijeruk is Alternative-2 which consists of a leachate treatment package consisting of Anaerobic - Facultative - Maturation - Landtreatment/ Wetland Ponds. This alternative was chosen with consideration of the ratio of BOD and COD values resulting in a ratio of 0.53 which means that it requires major biological treatment. text
institution Institut Teknologi Bandung
building Institut Teknologi Bandung Library
continent Asia
country Indonesia
Indonesia
content_provider Institut Teknologi Bandung
collection Digital ITB
language Indonesia
description The Cijeruk Final Processing Site (TPA) is located in Cijeruk Village, Pamulihan District, Sumedang Regency and has been built in 2018 and has not yet been completed. Currently the Cijeruk TPA is under the control and supervision of the Public Works and Public Housing Service, and the Sumedang Regency Environmental and Life Service. The location used for this TPA is vacant land with a total area of 5,726 Ha. The condition of the land currently used by the Cijeruk TPA is vacant land which is located close to the settlements of the residents of Cijeruk Village. The Cijeruk TPA is planned to serve Cimanggung sub-districts, Jatinangor sub-districts, Tanjungsari sub-districts, Sukasari sub-districts and Rancakalong sub-districts. Another plan is for the Cijeruk TPA from the gate to build an office, a weighbridge before entering the landfill area which is divided into 2 (two) zones and the landfill system to be used is a sanitary landfill. The leachate discharge that will be used as the basis for planning units in the IPL is 0.27 L/second and/or 0.29 L/second. Because, TPA Cijeruk is still under construction, the infrastructure and facilities are based on the design and design of the TPA Cijeruk in accordance with the development plan. Based on the comparison of the results of the analysis of literature data, several pollutant parameters exceed the quality standards such as COD reaching 15000 mg/L, BOD 7500 mg/L, and TSS 2000 mg/L. Based on the weighting results, the selected treatment alternative for IPL Cijeruk is Alternative-2 which consists of a leachate treatment package consisting of Anaerobic - Facultative - Maturation - Landtreatment/ Wetland Ponds. This alternative was chosen with consideration of the ratio of BOD and COD values resulting in a ratio of 0.53 which means that it requires major biological treatment.
format Final Project
author Fatmawati, Dewi
spellingShingle Fatmawati, Dewi
INSTALLATION DESIGN OF LEACHATE TREATMENT TPA CIJERUK, SUMEDANG REGENCY
author_facet Fatmawati, Dewi
author_sort Fatmawati, Dewi
title INSTALLATION DESIGN OF LEACHATE TREATMENT TPA CIJERUK, SUMEDANG REGENCY
title_short INSTALLATION DESIGN OF LEACHATE TREATMENT TPA CIJERUK, SUMEDANG REGENCY
title_full INSTALLATION DESIGN OF LEACHATE TREATMENT TPA CIJERUK, SUMEDANG REGENCY
title_fullStr INSTALLATION DESIGN OF LEACHATE TREATMENT TPA CIJERUK, SUMEDANG REGENCY
title_full_unstemmed INSTALLATION DESIGN OF LEACHATE TREATMENT TPA CIJERUK, SUMEDANG REGENCY
title_sort installation design of leachate treatment tpa cijeruk, sumedang regency
url https://digilib.itb.ac.id/gdl/view/63777
_version_ 1822004388170825728