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Pemodelan Penerapan Terowongan Air (Tunnel) dalam Mengatasi Banjir Akibat Luapan Sungai Deli Indrawan, Ivan; Siregar, Riza Inanda
Jurnal Teknik Sipil Vol 25, No 2 (2018)
Publisher : Institut Teknologi Bandung

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1897.74 KB) | DOI: 10.5614/jts.2018.25.2.4

Abstract

AbstrakKeterbatasan lahan untuk sistem pengendalian banjir di daerah perkotaan juga menjadi salah satu permasalahan. Berdasarkan hal tersebut, maka akan dianalisis sistem pengendalian banjir akibat meluapnya Sungai Deli dengan terowongan air (tunnel) dari bagian titik banjir Sungai Deli menuju muara Sungai di daerah Belawan. Tujuannya untuk menganalisis daerah genangan banjir dan mengurangi debit aliran dan beban Sungai Deli jika terjadi kenaikan debit air saat intensitas hujan di Kota Medan dan hulu Sungai Deli meningkat. Penerapan terowongan air (tunnel) tersebut sudah dilakukan dibeberapa negara maju untuk menanggulangi banjir perkotaan akibat  luapan sungai. Metode yang dilakukan adalah dengan melakukan analisis penelusuran debit banjir metode Hidrograf Satuan Sintetis kemudian dilakukan pemodelan kondisi Sungai Deli sebelum dan sesudah ada tunnel dengan bantuan software HEC-RAS. Hasil yang diharapkan mampu menjadi salah satu solusi alternatif pengendalian banjir Kota Medan. Luas genangan banjir akibat luapan Sungai Deli untuk debit banjir kala ulang 25 tahun sebesar 3.69 Ha. Daerah yang berpotensi adanya genangan banjir pada 7 Kecamatan, yaitu Kecamatan Medan Johor, Medan Selayang, Medan Kota, Medan Petisah, Medan Maimun, Medan Perjuangan, Medan Barat. Posisi tunnel yang direkomendasikan berada di koordinat 3042’02.00” LU dan 98040’55.55” BT. Alternatif pengendalian banjir yang direkomendasikan adalah alternatif II dengan diameter terowongan air 5 meter.AbstractLimited land for flood control systems in urban areas also becomes one of the problems. It will be analyzed flood control system due to overflow of Deli River with tunnel from the flood point of Deli River to the  estuary in Belawan. The objective is to analyze the flooded areas and to reduce the flow and burden flow of the Deli River if there is an increase in water flow when the intensity of rain in Medan and upstream of the Deli River increases. The implementation of tunnels (tunnel) has been done in some developed countries to cope with urban flooding due to river overflow. The method that is done by doing analysis of flood discharge search of Hydrograph Unit Synthetic method then modeled the condition of Deli River before and after there tunnel with the help of HEC-RAS software. Expected results can be one alternative solution to flood control of Medan City. The extent of flood inundation due to overflow of Deli River to flood discharge when re-25 years of 3.69 Ha. Potentially flooded areas in 7 sub-districts, namely Medan Johor District, Selayang Medan, Medan Kota, Medan Petisah, Medan Maimun, Medan Perjuangan, Medan Barat. The recommended tunnel position is in coordinates of 304202.00 "LU and 9804055.55" BT. The recommended alternative flood control is alternative two with the tunnel diameter of 5 meters. 
Analisis Sebaran Total Suspended Particulate (TSP) Dengan Model Gaussian Point Source Di Pembangkit Listrik Berbahan Bakar Biomassa Shindy Zellia; Ivan Indrawan; Lies Setyowati; Muhammad Faisal; Isra' Suryati
Jurnal Dampak Vol 15, No 2 (2018)
Publisher : Universitas Andalas

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25077/dampak.15.2.82-87.2018

Abstract

The study aims to analyze the concentration of TSP generated from the smokestacks of biomass fuelled power plant with 2 x 15 MW  capacity along with the pattern of distribution in the ambient air around the plant. The field observation conducted in Jl. K. L. Yos Sudarso KM 10.5 by making five (5) ambient air sample point, the point I is located around 130 m south, the point II within 220 m south, point III around 110 m east, point IV around 325 m north and point V around 100 m west from sources emissions. The sample is taken for 3 (three) days, i.e in the morning, afternoon and evening. Maximum TSP concentration was measured at point III at 50,93 μg/m3. Meanwhile, according to Gaussian Point Source model, the maximum TSP concentration at point I is around 1,79 μg/m3. The concentration of TSP is still below the ambient air quality standard. Furthermore, the measured TSP concentration and TSP modeling were mapped with the Surfer program version 11.0. Based on the results, the measured TSP concentration mapping indicates that the highest affected area is located at the eastern region of the emission source. Moreover, Mapping of TSP concentration models show that the highest affected area is located at the southern part of the emission source.
Analisis Sistem Distribusi Air Bersih di Komplek Perumahan Cemara Hijau Medan Ikhwan Fauzi Nasution; Ivan Indrawan; Muhammad Faisal
Jurnal Dampak Vol 15, No 2 (2018)
Publisher : Universitas Andalas

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25077/dampak.15.2.93-99.2018

Abstract

Cemara Hijau Housing Complex is an elite housing complex located on the outskirts of Medan which each year has an increasing number of consumers not followed by increased network capacity and clean water supply. This study aims to analyze the pattern of water consumption of customers in the Green Pine complex, analyzing the availability of PDAM Tirtanadi water of Cemara branches with water needs of Cemara Hijau customers and analyzing the clean water distribution system in Cemara Hijau housing using Hardy Cross method with Hazen William and Epanet 2.0 equations. The research method used is to first conduct literature studies related to clean water distribution system and Epanet 2.0 application. Then collect the required data that is primary data and secondary data. Then the data data is analyzed by manual calculation of Hardy Cross with Hazen William equation and using computer software that is Epanet 2.0. The result of research is the pattern of clean water consumption in the green pine complex with the highest factor is 1.69 while the lowest is 0.21, then the water loss at the Cemara Hijau Housing Complex is 52.93%, then the clean water distribution network system in the Cemara Hijau Housing Complex does not meet in terms of flow and pressure, so that the solution given is the addition of 50 mm diameter made in parallel, the last of the total difference obtained from Epanet 2.0 with a large enough field for the hourly of 0.0766 m3/sec and for 24 hours of 4.3878 m3/sec, and the total difference between Epanet 2.0 with Hardy Cross method with Hazen William equation is not too large with a total difference of 0.00048 m3/sec or 0.48 liter/sec.
Analisis Konsentrasi SO2 dan CO Menggunakan Model Gaussian Line Source Di Udara Ambien Ridwan Syahputra Samosir; Ivan Indrawan; Isra Suryati; Hendri Irwandi
Jurnal Dampak Vol 15, No 1 (2018)
Publisher : Universitas Andalas

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25077/dampak.15.1.51-59.2018

Abstract

Purpose of this study to analyze concentration of SO2 and CO at Tanjung Morawa Toll Gate and Amplas Toll Gate with Gaussian Line Source modeling. Based on the measurement of ambient roadside air quality at Tanjung Morawa Toll Gate and Amplas Toll Gate, CO and SO2 concentrations still meet the ambient air quality standard according to PP. 41 year 1999. The highest concentration of CO at Tanjung Morawa Toll Gate is 447,06 μg/m3 and at Amplas Toll Gate is 389,54 μg/m3 while The highest concentration of SO2 at Tanjung Morawa Toll Gate is 97,7 μg/m3 and at Amplas Toll Gate is 62.51 μg /m3. Based on the calculation using Gaussian Line Source model, the highest CO concentration at Tanjung Morawa Toll Gate is 263,16 μg/m3 and at Amplas Toll Gate is 258,16 μg/m3 while The highest concentration of SO2 at Tanjung Morawa Toll Gate is 1,64 μg /m3 and at Amplas Toll Gate is 1.32 μg/m3. validation test results with IOA, NMSE, FB, and Fa2, Gaussian Line Source model can be applied at Tanjung Morawa Toll Gate and Amplas Toll Gate for CO parameters. Meanwhile Gaussian Line Source model can not be applied for SO2 parameters at Tanjung Morawa Toll Gate and Toll Gate of Amplas.
Pemodelan Penerapan Terowongan Air (Tunnel) dalam Mengatasi Banjir Akibat Luapan Sungai Deli Ivan Indrawan; Riza Inanda Siregar
Jurnal Teknik Sipil Vol 25 No 2 (2018)
Publisher : Institut Teknologi Bandung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.5614/jts.2018.25.2.4

Abstract

AbstrakKeterbatasan lahan untuk sistem pengendalian banjir di daerah perkotaan juga menjadi salah satu permasalahan. Berdasarkan hal tersebut, maka akan dianalisis sistem pengendalian banjir akibat meluapnya Sungai Deli dengan terowongan air (tunnel) dari bagian titik banjir Sungai Deli menuju muara Sungai di daerah Belawan. Tujuannya untuk menganalisis daerah genangan banjir dan mengurangi debit aliran dan beban Sungai Deli jika terjadi kenaikan debit air saat intensitas hujan di Kota Medan dan hulu Sungai Deli meningkat. Penerapan terowongan air (tunnel) tersebut sudah dilakukan dibeberapa negara maju untuk menanggulangi banjir perkotaan akibat  luapan sungai. Metode yang dilakukan adalah dengan melakukan analisis penelusuran debit banjir metode Hidrograf Satuan Sintetis kemudian dilakukan pemodelan kondisi Sungai Deli sebelum dan sesudah ada tunnel dengan bantuan software HEC-RAS. Hasil yang diharapkan mampu menjadi salah satu solusi alternatif pengendalian banjir Kota Medan. Luas genangan banjir akibat luapan Sungai Deli untuk debit banjir kala ulang 25 tahun sebesar 3.69 Ha. Daerah yang berpotensi adanya genangan banjir pada 7 Kecamatan, yaitu Kecamatan Medan Johor, Medan Selayang, Medan Kota, Medan Petisah, Medan Maimun, Medan Perjuangan, Medan Barat. Posisi tunnel yang direkomendasikan berada di koordinat 3042'02.00" LU dan 98040'55.55" BT. Alternatif pengendalian banjir yang direkomendasikan adalah alternatif II dengan diameter terowongan air 5 meter.AbstractLimited land for flood control systems in urban areas also becomes one of the problems. It will be analyzed flood control system due to overflow of Deli River with tunnel from the flood point of Deli River to the  estuary in Belawan. The objective is to analyze the flooded areas and to reduce the flow and burden flow of the Deli River if there is an increase in water flow when the intensity of rain in Medan and upstream of the Deli River increases. The implementation of tunnels (tunnel) has been done in some developed countries to cope with urban flooding due to river overflow. The method that is done by doing analysis of flood discharge search of Hydrograph Unit Synthetic method then modeled the condition of Deli River before and after there tunnel with the help of HEC-RAS software. Expected results can be one alternative solution to flood control of Medan City. The extent of flood inundation due to overflow of Deli River to flood discharge when re-25 years of 3.69 Ha. Potentially flooded areas in 7 sub-districts, namely Medan Johor District, Selayang Medan, Medan Kota, Medan Petisah, Medan Maimun, Medan Perjuangan, Medan Barat. The recommended tunnel position is in coordinates of 3042'02.00 "LU and 98040'55.55" BT. The recommended alternative flood control is alternative two with the tunnel diameter of 5 meters. 
ANALISIS KONSENTRASI CO (KARBON MONOKSIDA) UDARA AMBIEN DARI SUMBER KENDARAAN BERMOTOR DENGAN MENGGUNAKAN MODEL METI-LIS DI KAWASAN BALAI KOTA, MEDAN Isra Suryati; Juni Hasudungan Siburian; Ahmad Rezky Daulay; Ivan Indrawan
Jurnal Sains dan Teknologi: Jurnal Keilmuan dan Aplikasi Teknologi Industri Vol 21, No 2 (2021): JURNAL SAINS DAN TEKNOLOGI
Publisher : Sekolah Tinggi Teknologi Industri Padang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36275/stsp.v21i2.440

Abstract

Pemodelan dispersi polutan dapat membantu memprediksi distribusi polutan dari berbagai sumber emisi. Hasil pemodelan dispersi polutan dapat digunakan sebagai dasar untuk menentukan pengelolaan kualitas udara. Lokasi dari penelitian ini berada di kawasan Balai Kota Medan yang menjadi salah satu fokus lalu lintas teraktif di Kota Medan. Tujuan dibalik tinjauan ini adalah untuk memperkirakan sebaran CO dari sumber kendaraan di kawasan Balai Kota, memetakan sebaran CO, dan membandingkan hasil model dan pengamatan langsung di lapangan. Model dispersi polutan yang digunakan pada penelitian ini yaitu Model Meti-Lis. Berdasarkan pengamatan volume lalu lintas di 6 titik pengamatan, titik 2 merupakan lokasi dengan jumlah kendaraan terbanyak yaitu 9.532 unit/jam (hari) dengan laju emisi 130,49 g/m/jam. Berdasarkan hasil model Meti-Lis, konsentrasi CO tertinggi juga ditemukan pada titik 2 sebesar 2.452 g/Nm3. Hasil pengukuran langsung di lapangan diperoleh konsentrasi maksimum sebesar 8.952,38 g/Nm3 pada titik 2. Uji validasi dengan indeks Wilmott menghasilkan d=0,998, R=0,917, FB=-0,085, dan Fa2=0,133. Hasil validasi menunjukkan bahwa Model Meti-Lis dapat direkomendasikan dalam pemodelan dispersi polutan di sekitar kawasan Balai Kota Medan
KAJIAN INVENTARISASI EMISI GAS RUMAH KACA (CH4 DAN CO2) DARI SAMPAH RUMAH TANGGA DI KECAMATAN MEDAN JOHOR DAN KECAMATAN MEDAH HELVETIA Amalia Husna; Ivan Indrawan; Isra' Suryati
Jukung (Jurnal Teknik Lingkungan) Vol 8, No 2 (2022): SEPTEMBER 2022
Publisher : Program Studi Teknik Lingkungan Fakultas Teknik Universitas Lambung Mangkurat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20527/jukung.v8i2.14907

Abstract

ABSTRAK Sampah rumah tangga adalah salah satu sumber penyumbang emisi Gas Rumah Kaca (GRK) ke atmosfer yang dapat menyebabkan pemanasan global dan berdampak pada perubahan iklim. GRK yang dihasilkan dari sampah rumah tangga dua diantaranya adalah CH4 dan CO2.  Penelitian ini bertujuan untuk menghitung jumlah emisi GRK parameter CH4 dan CO2 dari sektor sampah rumah tangga pada Kecamatan Medan Johor, Kecamatan Medan Selayang, dan Kecamatan Medan Helvetia serta pemilihan skenario terhadap penurunan GRK. Terdapat 3 skenario yang dilakukan dalam menurunkan emisi GRK dari sektor sampah rumah tangga, diantaranya adalah skenario 1 dengan mengolah sampah di sumber, skenario 2 dengan adanya Bank Sampah, dan skenario 3 dengan adanya fasilitas Tempat Pengolahan Sampah Terpadu (TPST). Perhitungan emisi GRK dilakukan dengan mengacu pada metode perhitungan oleh Intergovernmental Panel on Climate Change (IPCC) tahun 2006. Pada kondisi eksisting total GRK yang dihasilkan pada Kecamatan Medan Johor adalah 1.889,305 ton CO2e dan Kecamatan Medan Helvetia 1.848,375 ton CO2e. Skenario 1 menurunkan 23,25% emisi GRK pada Medan Johor dan 19,12% pada Medan Helvetia. Skenario 2 menurunkan 3,89% emisi GRK pada Medan Johor dan 2,75% pada Medan Helvetia. Skenario 3 menurunkan 40,53% emisi GRK pada Medan Johor dan 35,82% pada Medan Helvetia. Kata kunci: CH4, CO2, Gas Rumah Kaca, IPCC, Sampah Rumah Tangga ABSTRACT Household waste is one of the contributors to greenhouse gas (GHG) emissions into the atmosphere which can cause global warming and have an impact on climate change. GHG emissions generated from household waste are CH4 and CO2. This study aims to calculate the CH4 and CO2 GHG emissions from the household waste sector in Medan Johor District and Medan Helvetia District and to determine the scenario for reducing GHG emissions. There are 3 scenarios to reduce GHG emissions from the household waste sector, scenario 1 is the processing of waste at the source by composting, scenario 2 with the reduction of waste from Waste Bank community, and scenario 3 with the reduction of waste from the Integrated Waste Treatment Facility (TPST). The calculation of GHG emissions is carried out by referring to the calculation method by the Intergovernmental Panel on Climate Change (IPCC) 2006. In the existing condition, the total GHG emissions produced in Medan Johor District is 1.889,305 tons CO2e and 1.848,375 tons CO2e in Medan Helvetia district. Scenario 1 reduces 23,25% of GHG emissions in Medan Johor district and 19,12% in Medan Helvetia district. Scenario 2 reduces 3,89% of GHG emissions in Medan Johor district and 2,75% in Medan Helvetia district. Scenario 3 reduces 40,53% of GHG emissions in Medan Johor district and 35,82% in Medan Helvetia district. Keywords: CH4, CO2, Greenhouse Gas, Household Waste, IPCC 
Analysis of Exhaust Gas Emission of Motor Vehicles with Variations of Fuel Types Isra Suryati; Ivan Indrawan; Jonathan Samuel Lubis; Munir Tanjung; Lies Setyowaty
Jurnal Presipitasi : Media Komunikasi dan Pengembangan Teknik Lingkungan Vol 20, No 3 (2023): November 2023
Publisher : Universitas Diponegoro

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.14710/presipitasi.v20i3.755-764

Abstract

The discrepancy between the use of vehicle fuel types and the vehicle's technical specifications is expected to affect exhaust emissions. This study aims to examine the effect of using four types of fuel with different octane number specifications on two four-wheeled motor vehicles with an EFI fuel delivery system on exhaust gas emission parameters of carbon monoxide (CO), hydrocarbon (HC), carbon dioxide (CO2) and non-emitting gases Oxygen (O2). With a quantitative experimental approach method using the Automotive Emission Analyzer and simple linear regression analysis, the results showed that the use of variations with octane numbers RON 98, RON 92, RON 90, and RON 88 fuels at the same time as variations in engine speed (1000 – 3000) RPM showed an effect on concentration. HC and CO emissions decreased with each increase in the octane number of fuel, RON 92 fuel with the lowest average CO / HC (0.0013% / 0.46 ppm) and RON 98 with the lowest average CO / HC (0.0026% / 0 ppm). The use of RON 92 fuel is more effective and inexpensive to apply to vehicles with an EFI fuel delivery system (with compression of 1:10/10.2) compared to RON 98 fuel which emits higher CO and HC emissions at low engine speed (1000 -1500) RPM.
Improving the Quality of Sanitation and Environmental Cleanliness at SD Swasta Pembangunan, Petumbak District, Deli Serdang Regency Isra Suryati; Novrida Harpah Hasibuan; Ivan Indrawan; Bayu Listiany; Kevin Darma Surya; Muhammad Adil Fadhly Pane; Lucy Elisabeth Sito
ABDIMAS TALENTA: Jurnal Pengabdian Kepada Masyarakat Vol. 7 No. 2 (2022): ABDIMAS TALENTA: Jurnal Pengabdian Kepada Masyarakat
Publisher : Talenta Publisher

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32734/abdimastalenta.v7i2.7310

Abstract

School sanitation is one of the development priorities included in the Sustainable Development Goals (SDGs), namely goal 4a is to build and improve educational facilities that are child-friendly, persons with disabilities, gender and provide a safe, non-violent, inclusive, and effective learning environment for all. The Development Private Elementary School is a private elementary school located in Patumbak District. This school is prioritized for the economically weak community whose parents work as laundry workers, construction workers, motorcycle rickshaw drivers and others. The foundation collects a tuition fee of Rp. 10,000/month, which is certainly not sufficient for school operational costs so that the development of school facilities and infrastructure is not up to standard. Environmental sanitation conditions in this school such as the availability of clean water is lacking, bathrooms are damaged, waste handling is not optimal, there is no place for washing hands. Based on these problems, the solution given is to improve proper sanitation conditions in the school by making boreholes with a depth of ± 10 m equipped with a pump to meet the water needs in the bathroom, renovating the bathroom, providing segregated trash cans and portable hand washing stations. In addition to providing in kind, this community service activity also provides socialization related to proper sanitation and clean and healthy living behavior to students.