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INDONESIA
Journal of Environment and Sustainability
Published by Institut Agama Islam Negeri Surakarta
ISSN : 25491245     EISSN : 25491253     DOI : https://doi.org/10.22515/sustinere.jes
Core Subject : Science, Agriculture, Social, Engineering,
Agriculture, Biological Sciences & Forestry Chemical Engineering, Chemistry & Bioengineering Earth & Planetary Sciences Energy Environmental Science
Sustinere: Journal of Environment and Sustainability is an open access interdisciplinary journal designed for the dissemination of broad and impactful investigations related to all aspects of environmental sciences including environmental studies and engineering and discussions on sustainability issues from all standpoints. Sustinere welcomes contribution in the form of original communications (research paper), reviews, discussion papers, letters to editor, short communications, and also special themed issue on relevant topics. Contributions must demonstrate originality, meet the general criteria of scientific excellence, and be well written in English. All submitted manuscripts will be subjected to thorough double-blind peer review.
Arjuna Subject : Ilmu Lingkungan (semua ketegori) - Ilmu Lingkungan (Lain-Lain)
Articles 8 Documents
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Search results for , issue "Vol. 1 No. 2 (2017): pp. 63 - 143 (December 2017)" : 8 Documents clear
Application of ecodrainage system in reducing the potential for flooding in the District of Sampang Fauzan Andikha; Adhi Yuniarto
Sustinere: Journal of Environment and Sustainability Vol. 1 No. 2 (2017): pp. 63 - 143 (December 2017)
Publisher : Center for Science and Technology, IAIN Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22515/sustinere.jes.v1i2.11

Abstract

The Kamoning River watershed is one of the watersheds in Sampang. Sampang City experiences flooding almost every year due to the overflow of the Kamoning River. One of the main causes of flooding in the city is high rainfall and a lack of rainwater catchment areas in the upper and middle sections of the Kamoning River watershed. To address these issues, a flood discharge reduction system using eco-drainage methods is necessary in the upstream and middle areas of the watershed.This study explored two eco-drainage system scenarios. The first scenario involves land-use changes combined with the creation of retention ponds, while the second scenario combines land-use changes with the construction of infiltration wells. Based on the analysis, the designed flood discharge for a 50-year return period in the Kamoning River basin is 289.361 m3/s. Using the first scenario, the designed flood discharge can be reduced by 199.59 m3/s (31.02%). Meanwhile, the second scenario reduces the discharge by 205.20 m3/s (29.08%).Efforts to reduce flood discharge in Sampang can be most effectively implemented using the first scenario.
Study of turbidity treatment in Karangpilang II Water Treatment Plant Arief Rahman; Ali Masduqi
Sustinere: Journal of Environment and Sustainability Vol. 1 No. 2 (2017): pp. 63 - 143 (December 2017)
Publisher : Center for Science and Technology, IAIN Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22515/sustinere.jes.v1i2.12

Abstract

Karangpilang II Water Treatment Plant (WTP) is part of the Karangpilang WTP of Surabaya Water Utilities, serving the water supply needs of Surabaya City. Karangpilang II WTP has the largest clean water production capacity within the Karangpilang WTP, reaching 2,500 L/s. Using conventional treatment to remove turbidity, the treatment process in Karangpilang II WTP consists of pre-sedimentation, clearator, and filter units.This study evaluated turbidity levels in production water and the efficiency of turbidity removal to assess the performance of Karangpilang II WTP in turbidity treatment. The evaluation was conducted using 2016 data by comparing the turbidity of production water with the Water Quality Standards of the Water Utilities, as well as by analyzing the turbidity of raw water, the effluents of each treatment unit, and the final production water.The evaluation results indicated that, in some instances, the turbidity in production water did not meet the required quality standards. Additionally, it was found that one unit within Karangpilang II WTP, namely the pre-sedimentation unit, exhibited inadequate performance in turbidity removal.Several solutions are proposed to address the turbidity removal issue at Karangpilang II WTP: increasing the maintenance schedule for the pre-sedimentation unit, determining the appropriate turbidity reference for coagulant dosing, optimizing the coagulant dose, utilizing sludge from water treatment as a coagulant aid alongside Al2(SO4)3, and using capping material in the filter unit.
Data driven analysis using fuzzy time series for air quality management in Surabaya Didiet Darmawan; Mohammad Isa Irawan; Arie Dipareza Syafei
Sustinere: Journal of Environment and Sustainability Vol. 1 No. 2 (2017): pp. 63 - 143 (December 2017)
Publisher : Center for Science and Technology, IAIN Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22515/sustinere.jes.v1i2.13

Abstract

One of the environmental issues that can affect human health is air pollution. As the second largest city in Indonesia, economic development and infrastructure construction in the city of Surabaya led to the increasing role of industrial and motor vehicle use which is proportional to the increase in fuel oil consumption. This condition ultimately led to declining air quality. Gas pollutants that contribute to air pollution such as CO, SO2, O3, NO2 and particulate matter PM10 are pollutants that have a direct impact on health. This study aims to analyze, monitor and predict air pollutant concentrations recorded by the Environment Agency Surabaya City based on time series with Fuzzy Time Series.MAPE calculation results on the parameters of pollutants are NO2: 23.6%, CO: 19.5%, O3: 22.75%, PM10: 9.96% and SO2: 3.6%.
The Study of urban drainage system based on spatial structure plan Rahmat Irawan; Ellina S. Pandebesie; Ipung Fitri Purwanti
Sustinere: Journal of Environment and Sustainability Vol. 1 No. 2 (2017): pp. 63 - 143 (December 2017)
Publisher : Center for Science and Technology, IAIN Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22515/sustinere.jes.v1i2.14

Abstract

The whole planning of urban infrastructure development should refer to the Detailed Spatial Planning that has been developed by the Regional Government. One of them is the drainage system planning which also needs to pay attention to the land use change plan. This change would cause an increase of run-off coefficient as a result of the increasing number of structure-covered land. Based on the land use planning of Spatial Structure Planning 2034, there was an increase in land cover with a total area of 75 hectares. Therefore, it is necessary to evaluate the urban drainage system in order to avoid problems in the future. Flood discharge was calculated using the rational formula applying run-off coefficient according to spatial structure plan. The analysis of the existing drainage system was carried out to find out whether it is still capable of accommodating the discharge according to Spatial Structure Planning 2034. Based on the drainage channel capacity analysis, 30 existing channels have to be repaired. They must be adjusted by widening the channel and increase the number of channels by 3191.36 m. Another effort to reduce the flood is by making 179 absorption wells in residential areas.
Mitigation strategy on reduction greenhouse gas (GHG) emission of landuse sector for the province of Papua Elvis Franklin Suebu; Joni Hermana; Rachmat Boedisantoso
Sustinere: Journal of Environment and Sustainability Vol. 1 No. 2 (2017): pp. 63 - 143 (December 2017)
Publisher : Center for Science and Technology, IAIN Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22515/sustinere.jes.v1i2.17

Abstract

Studying the right strategy for implementing mitigation measures to reduce GHG emissions in an effort to control climate change caused by deforestation and forest degradation (REDD+) in Papua Province is a crucial step that must be taken. In 2010, emission levels in Papua Province were dominated by the forestry sub-sector and other land use, amounting to 639,818,463 tons of CO2eq, which accounted for approximately 99.8% of the total GHG emissions of 640,737,952.64 tons of CO2eq. To analyze the implementation strategy of REDD+ mitigation, the calculation of carbon emission levels must first be conducted. Carbon emission calculations for this sub-sector follow the methodology developed by the IPCC GL-2006. Meanwhile, for the forestry and other land use sub-sectors, both historical and forward-looking approaches were used. The carbon emissions level from the forestry sub-sector was estimated at 921,779,031.23 tons of CO2eq using the historical method and 1,052,683,205.46 tons of CO2eq using the forward-looking method for the mitigation program at the end of 2020. The mitigation strategy focused on carbon uptake and carbon storage stabilization. The mitigation scenario for the forestry sub-sector was capable of reducing emissions by 552,303,873 tons of CO2eq, equivalent to 52.47% of the total cumulative emissions at the end of 2020, based on the forward-looking method.
Drainage system evaluation and control of inundation in campus and housing areas of ITS, Surabaya Eldo Fikri Alvin; Mas Agus Mardyanto
Sustinere: Journal of Environment and Sustainability Vol. 1 No. 2 (2017): pp. 63 - 143 (December 2017)
Publisher : Center for Science and Technology, IAIN Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22515/sustinere.jes.v1i2.18

Abstract

The campus area of the Sepuluh Nopember Institute of Technology (Institut Teknologi Sepuluh Nopember/ITS) and its housing complex are often inundated during heavy rain. This is primarily due to the relatively flat topography of the campus area. Moreover, sediment accumulation in some existing drainage channels reduces their optimum capacity. Therefore, an evaluation of ITS’s drainage system needs to be conducted.This evaluation was carried out in stages with the following steps: identification of existing problems, collection of primary and secondary data, literature review, calculation of the capacity of existing channels, runoff estimation, and analysis of existing retention ponds. The primary data included flow direction, channel slope and dimensions, and sediment thickness in the channels. The secondary data comprised rainfall intensity, the ITS master plan, and land use data. The calculations included engineering design, the bill of quantity (BOQ), and budget estimation. Additionally, a standard operating procedure for drainage system maintenance was suggested to optimize channel performance.From the analysis, it was found that the maximum daily rainfall is 136.09 mm/day for a 5-year return period and 159.19 mm/day for a 10-year return period. Inundation around ITS occurs due to several factors. Some drainage channels are not connected to each other, preventing smooth water flow to the receiving water body (river). Additionally, certain channels were not constructed with the proper slope, further contributing to drainage issues. Road inundation is also caused by the absence of street inlets, preventing water from flowing into the side channels.It can be concluded that in some areas, the number of secondary drainage channels and box culverts needs to be increased, the slope of certain channels should be adjusted, and a total of 288 street inlets must be constructed throughout the planning area.
Remediation of Pb(II) and Cd(II) in Sea Water by Skeletonema costatum Thin Soedarti; Tini Surtiningsih; Sucipto Hariyanto; Eko P. Kuncoro
Sustinere: Journal of Environment and Sustainability Vol. 1 No. 2 (2017): pp. 63 - 143 (December 2017)
Publisher : Center for Science and Technology, IAIN Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22515/sustinere.jes.v1i2.19

Abstract

The heavy metals that polluted sea water can end up polluting fish pond too. Hence, it is necessary to remove the heavy metals before sea water enters the fish pond. The aim of this study was to know the growth, remediation ability, and the highest of removal efficiency of marine diatom Skeletonema costatum in the lead (Pb(II)) and cadmium (Cd(II)) solution. This study used 3 x 4 factorial design, i.e. concentrations of the cell inoculation (5000 cells mL-1; 10000 cells mL-1; and 15000 cells mL-1) and concentrations of Pb(II) and Cd(II) (0; 0.5; 1; and 2 ppm), replicated five times. During five day exposure time, the cell density was observed daily using a microscope (400X), while filtrate of media was analyzed using AAS. The result showed that S. costatum could grow in Pb(II) and Cd(II) at 2 ppm, and could remediate Pb(II) and Cd(II) at 2 ppm. The highest removal efficiency of marine diatom S. costatum in Pb(II) solution was 80.5% (5000 cells mL-1 at 2 ppm on the first day), and in Cd(II) solution was 80% (15000 cells mL-1 at 0.5 ppm on the fifth day).
The strategy of domestic wastewater management in Kenjeran Surabaya Daniel Wicaksono; Agus Slamet
Sustinere: Journal of Environment and Sustainability Vol. 1 No. 2 (2017): pp. 63 - 143 (December 2017)
Publisher : Center for Science and Technology, IAIN Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22515/sustinere.jes.v1i2.20

Abstract

Kenjeran is one of the districts in Surabaya classified as high-risk in terms of sanitation, based on the EHRA Surabaya 2012 report. Kenjeran consists of four sub-districts: Bulak Banteng, Tanah Kali Kedinding, Sidotopo Wetan, and Tambak Wedi. Among these, Bulak Banteng, Tanah Kali Kedinding, and Tambak Wedi have been identified as areas where open defecation still occurs.This research is a descriptive study conducted through field surveys, interviews, and comparisons of existing conditions with applicable standards and regulations. The technical aspect of the study involved analyzing the need for wastewater infrastructure facilities based on the volume of domestic wastewater.To address domestic wastewater management in the four sub-districts, 80 communal Sewage Treatment Plants (STPs) were designed. Each STP was planned to serve between 75 and 100 households. The domestic wastewater treatment system utilized Anaerobic Baffled Reactor (ABR) technology. An example of an STP design was carried out in Dukuh Bulak Banteng, covering 100 households.

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