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Pengendalian Air Limpasan dengan Ecodrainage untuk Kawasan Perumahan Podo Asih Setiawan, Arifandy; Yulistyorini, Anie; Rahayuningsih, Titi; Idfi, Gilang
Dampak Vol. 20 No. 2 (2023)
Publisher : Universitas Andalas

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25077/dampak.20.2.63-73.2023

Abstract

Podo Asih Housing is a residential area located in Beji District, Pasuruan Regency, located at 7°34'23.21” S and 112°44'00.39” E housing area of 50,000 m2 or 5 hectares, this relatively densely populated housing is still frequent. There is a flood that can disrupt the activities of residential residents. One alternative to overcome this is by applying the concept of eco-drainage in residential areas. This study uses a quantitative descriptive approach to the Podo Asih Housing area, hydrological analysis is carried out to determine runoff discharge and hydraulic analysis to determine the capacity of the existing channel in the Podo Asih Housing area, the analysis is carried out to determine how much runoff discharge occurs, that is the basis In eco-drainage planning, it is necessary to take into account how many rainwater reservoirs, infiltration wells, and biopore infiltration holes are needed to control the runoff water. In collecting data, researchers conducted observations and measurements directly in the field, carried out laboratory tests, and collected rain data from the Department of Irrigation and Mining of Pasuruan Regency. HEC-RAS software for hydraulic analysis calibration. The results showed that there were 39 out of 118 channels that could not accommodate runoff water discharge, planned as many as 378 rainwater collectors, 68 infiltration wells, and 289 biopore infiltration holes that could reduce runoff discharge by 1,253 m3/s with a reduction percentage of 95.59% for a 2 year return period, 77.06% for a 5 year return period, and 68.19% for a 10 year return period. Keywords: housing, runoff, ecodrainage  ABSTRAK Perumahan Podo Asih merupakan kawasan perumahan yang terletak di Kecamatan Beji Kabupaten Pasuruan, terletak pada 7°34'23.21” LS dan 112°44'00.39” BT dengan luas perumahan 50.000 m2 atau 5 hektar, perumahan yang relatif padat penduduk ini masih sering dijumpai. Adanya banjir yang dapat mengganggu aktivitas warga pemukiman. Salah satu alternatif untuk mengatasi hal tersebut adalah dengan menerapkan konsep ecodrainage pada kawasan pemukiman. Penelitian ini menggunakan pendekatan deskriptif kuantitatif pada kawasan Perumahan Podo Asih, analisis hidrologi dilakukan untuk menentukan debit limpasan dan analisis hidrolik untuk mengetahui kapasitas saluran yang ada di kawasan Perumahan Podo Asih, analisis dilakukan untuk mengetahui seberapa besar terjadi debit limpasan, yang menjadi dasar Dalam perencanaan ekodrainase, perlu diperhitungkan berapa jumlah penampungan air hujan, sumur resapan, dan lubang resapan biopori yang dibutuhkan untuk mengendalikan air limpasan. Dalam pengumpulan data, peneliti melakukan observasi dan pengukuran langsung di lapangan, melakukan uji laboratorium, dan mengumpulkan data hujan dari Dinas Pengairan dan Pertambangan Kabupaten Pasuruan. Perangkat lunak HEC-RAS untuk kalibrasi analisis hidrolik. Hasil penelitian menunjukkan terdapat 39 dari 118 saluran yang tidak dapat menampung debit air limpasan, direncanakan sebanyak 378 penampung air hujan, 68 sumur resapan, dan 289 lubang resapan biopori yang dapat mereduksi debit limpasan sebesar 1.253 m3/s dengan persentase penurunan. sebesar 95,59% untuk periode ulang 2 tahun, 77,06% untuk periode ulang 5 tahun, dan 68,19% untuk periode ulang 10 tahun. Kata kunci: perumahan, limpasan, ekodrainase      
ANALYSIS OF RESIDUAL CHLORINE CONCENTRATION IN DISTRIBUTION NETWORK OF DRINKING WATER SUPPLY AT ISTANA DIENG II RESIDENCE OF MALANG, EAST JAVA, INDONESIA Moh. Zainal Bahrudin; Anie Yulistyorini; Titi Rahayuningsih
INDONESIAN JOURNAL OF URBAN AND ENVIRONMENTAL TECHNOLOGY VOLUME 5, NUMBER 3, OCTOBER 2022
Publisher : Universitas Trisakti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25105/urbanenvirotech.v5i3.12463

Abstract

The drinking water distribution network in Istana Dieng residence is categorized as an isolated network because it does not connect with the other water distribution networks provided by the Malang Water Company (Perusahaan Daerah Air Minum, PDAM). For this reason, the residual chlorine of the isolated distribution network needs to be monitored regularly. Aim: This study aims to observe residual chlorine distribution patterns and investigate the effect of distribution distance, pH, and temperature on residual chlorine concentration in the water distribution network. Methodology and Results: Analytical survey method with a cross-sectional approach was used in this study. The field survey results and the water analysis were inputted into the ArcGIS 10.6 software to generate an Isoconcentration map. Correlation and regression analysis were conducted using SPSS 16.0. Conclusion, significance and impact of study: The results showed that 65% of the residual chlorine concentration in the drinking water distribution network Istana Dieng residence did not meet the quality standard (<0.2 mg/l). Twenty-six sample points showed a value of 0.1 mg/l, which was caused by the pipe's physical condition and the use of wells connected to the PDAM network. There was a significant correlation between distance and residual chlorine concentration. The significant correlation between pH and residual chlorine concentration showed a value of -0.690. The correlation between temperature and residual chlorine concentration was -0.633. It was proven that the lower the residual chlorine concentration, the higher the pH and temperature values in the distribution network.
EFFECT OF DETENTION TIME IN REDUCING FE AND MN CONCENTRATION OF GROUNDWATER: CASE STUDY AT THE UNIVERSITAS NEGERI MALANG Fadiyah Ghina Salsabila; Anie Yulistyorini; Husna Binti Takaijudin; Imam Alfianto
INDONESIAN JOURNAL OF URBAN AND ENVIRONMENTAL TECHNOLOGY VOLUME 7, NUMBER 1, APRIL 2024
Publisher : Universitas Trisakti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25105/urbanenvirotech.v7i1.18550

Abstract

Groundwater is a natural resource used by humans to fulfil their living needs which should meet the Republik Indonesia Minister of Health Regulation No. 2/2023. Aim: This research aims to contribute to solve these challenges and meet the clean water quality standard. Methodology and Results: The groundwater sample was taken from the deep well of Al-Hikmah Mosque, Universitas Negeri Malang (UM). It was indicated to contain Fe and Mn, as evidenced by its yellowish colour when left undisturbed for some time. A laboratory-scale experiment was conducted for the deep well treatment and analysis. The treatment system consists of aeration, sedimentation, and filtration. The filtration unit comprises several natural media such as gravel, silica sand, zeolite, and activated charcoal. This experiment used detention times of 120 and 240 minutes as dependent variables. Conclusion, significance, and impact study: The results showed that detention times of 120 and 240 min have efficiency on turbidity reduction of 92.86% and 98.69%, Total Dissolved Solids (TDS) of 10.42% and 14.47%, Fe of 23.01%, Mn of 62.39% and 94.70%, and for CaCO3 of 2.98% and 11.17%, respectively. The research findings demonstrated that a detention time of 240 min generated water quality that met the Minister of Health No. 2/2023 standards. Detention times of 120 minutes and 240 minutes led to significant differences in water quality concerning temperature and CaCO3. The filtration system with a detention time of 240 minutes can be considered as an alternative groundwater treatment solution for the deep well of Al-Hikmah Mosque, Universitas Negeri Malang.
Evaluasi Kinerja Instalasi Pengolahan Air Limbah (IPAL) PT. Wahana Kreasi Hasil Kencana (WKHK) Tangerang Yoga Bangun Nugroho; Anie Yulistyorini; Mujiyono Mujiyono
Jurnal Teknologi Lingkungan Vol. 23 No. 2 (2022)
Publisher : BRIN Publishing (Penerbit BRIN)

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Abstract

Industry in Indonesia is currently increasing both in terms of technology and diversity. However, industries ocated near the rivers tends to dispose of their wastewater into the river bodies which causes water pollution. PT. Wahana Kreasi Hasil Kencana (PT KHK) Tangerang is a metal coating industry that produces heavy metal wastewater. The wastewater has been processed in the wastewater treatment plant (WWTP) but has not met the discharge standard yet. The study aims to examine the process performance of wastewater treatment in an existing condition and in the addition of a biochemical oxidation process. The results showed that the existing a lower concentrations of Pb, TSS, Ni, Zn, Cu, BOD, and COD. While the addition of biochemical oxidation process by adding microorganisms (Microplus) revealed high effectivity in decreasing the concentration of the wastewater. The addition of microorganisms into WWTP proved that heavy metal concentration in the effluent was removed. The efficiency of the removal was 78%, 63%, 80%, 61%, 78%, 62% and for Ni, Zn, CN, Cu, Pb, and BOD respectively, but the COD removal was approximately COD 53%. Furthermore, statistical analysis showed that pH has also influenced the removal of BOD and TSS up to 95.3% and 75.6% respectively, while Ni, Zn, Cu, and Pb concentration was not affected by pH.
Desain Sistem Pemanenan Air Hujan Pada Rumah Hunian di Daerah Karst Kabupaten Malang L.R. Prihadi; Anie Yulistyorini; Mujiyono
Jurnal Manajemen Aset Infrastruktur & Fasilitas Vol 3 No 1 (2019): Jurnal Manajemen Aset Infrastruktur & Fasilitas
Publisher : Departemen Teknik Sipil ITS

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Abstract

Penelitian ini dilakukan dengan memanfaatkan potensi air hujan sebagai sumber air minum pada musim kemarau. Dengan menggunakan metode Pemanenan Air Hujan, air hujan yang jatuh pada luasan atap rumah di tampung pada tangki dan selanjutnya air di filter untuk dijadikan air minum. Untuk mengetahui debit andalan periode 1 tahun dilakukan analisa berupa perhitungan curah hujan harian periode ulang 1 tahun dan menghitung kebutuhan air minum selama musim kemarau. Hasil analisa ini selanjutnya digunakan untuk menghitung kapasitas tangki yang sesuai dengan kebutuhan.Hujan rencana yang digunakan di dusun Mulyosari desa Donomulyo ini adalah kala ulang 1 tahun sebesar 177 mm/hari. Model desain PAH ini digunakan untuk tipe rumah 54 yang berpenghuni 5 orang ini menghasilkan debit air 0,122 m3/hari. Kebutuhan air minum selama musim kemarau sebesar 4,5 m3. Desain filter menggunakanperalatan pipa PVC yang diisi media filter berupa pasir silika, batu zeolit, karbon aktif, dan kapas filter aquarium. Hasil analisa laboratorium menunjukkan bahwa sistem PAH menghasilkan kualitas air hujan dengan pH 6,5, kekeruhan 4,2 NTU, Cl- 85,4 mg/L, NO3-<0,123 mg/L, SO42-<0,230 mg/L, Mg2+ 3 mg/L, CaCO3 12 mg/L, dan NH30,077 mg/L.Dengan parameter tersebut air hasil sistem PAH yang berada diwilayah dusun Mulyosari tidak melebihi baku mutu dan memenuhi syarat sebagai air minum yang sesuai dengan standart baku mutu air minum pada PERMENKES& PER/ IV/ nomor 492/ MENKES/ 2010.
Implementasi SDGs Melalui Pembersihan Pesisir dan Pemanfaatan Edu-Construction Teaching: Studi Kasus di Universiti Sains Malaysia Muhammad Aris Ichwanto; Vita Ayu Kusuma Dewi; Dian Ariestadi; Nindya Wati; Anie Yulistyorini; Muhammad Mushtofa Al Ansyorie; Ahmad Yudi Mubarroq
INTEGRITAS : Jurnal Pengabdian Vol 10 No 1 (2026): JANUARI - JULI
Publisher : Lembaga Penelitian dan Pengabdian kepada Masyarakat - Universitas Abdurachman Saleh Situbondo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36841/integritas.v10i1.7482

Abstract

Kegiatan pengabdian masyarakat internasional merupakan wujud nyata implementasi Tri Dharma Perguruan Tinggi yang berorientasi pada pembangunan berkelanjutan. Program ini bertujuan mengintegrasikan nilai-nilai Sustainable Development Goals (SDGs) ke dalam praktik pembelajaran melalui pendekatan Edu-Construction berbasis service-learning. Kegiatan dilaksanakan oleh civitas akademika Universitas Negeri Malang (UM) bekerja sama dengan Universiti Sains Malaysia (USM) di Centre for Marine and Coastal Studies (CEMACS), Penang, Malaysia pada 23 Oktober 2025. Pendekatan deskriptif kualitatif digunakan untuk menggambarkan proses, interaksi, dan hasil kegiatan yang meliputi tiga aktivitas utama: (1) pembersihan kawasan pesisir, (2) edukasi keselamatan laut bagi masyarakat dan pelajar sekitar, serta (3) pemasangan plakat informasi bahaya sengatan ubur-ubur sebagai media pembelajaran publik. Hasil kegiatan menunjukkan peningkatan kesadaran peserta terhadap pentingnya kebersihan pesisir dan keselamatan laut, serta terbentuknya sikap tanggung jawab sosial dan ekologis. Kolaborasi lintas negara ini turut memperkuat hubungan kelembagaan antara UM dan USM dalam bidang pendidikan dan pengabdian berbasis keberlanjutan. Implementasi Edu-Construction terbukti efektif sebagai model pembelajaran transformatif yang menggabungkan kompetensi teknis, sosial, dan lingkungan dalam konteks global, sekaligus mendukung pencapaian SDG 4 (Pendidikan Berkualitas), SDG 11 (Kota dan Komunitas Berkelanjutan), dan SDG 14 (Ekosistem Lautan).
Efektivitas Septic Tank Upflow dan Downflow Filter untuk Pengolahan Air Limbah Domestik Novan Dwi Novembry; Anie Yulistyorini; Mujiyono Mujiyono
Jurnal Permukiman Vol 17 No 2 (2022)
Publisher : Direktorat Bina Teknik Bangunan Gedung dan Penyehatan Lingkungan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31815/jp.2022.17.69-76

Abstract

Domestic wastewater is one of the causes of water pollution that can affect the quality of clean water sources. The effectiveness of wastewater treatment using septic tanks is still not optimal because the design does not meet technical standards. Organic pollutants are still wasted in the surrounding environment. This study aims to determine the efficiency level of domestic wastewater treatment using a septic tank upflow filter and a septic tank downflow filter in reducing organic pollutants. The domestic wastewater used in this study was taken from the Janti Communal IPAL in Malang. The septic tank model used in this study was 54 x 22 x 37 cm, made of glass with a thickness of 5 mm, a flow rate of 20 litres/day, and a detention time of 2 days. The septic tank model consists of three compartments with a filter media thickness of 15 cm for each type. The efficiency of pollutant reduction in septic tank upflow filter processing is BOD 55.84%, COD 58.64%, TSS 87.84%, Ammonia 75.07%, and Total Coliform 57.19%. While in the septic tank downflow filter, the efficiency of BOD reduction was 65.26%, COD 66.90%, TSS 90.34%, Ammonia 79.52%, and Total Coliform 57.54%. Domestic wastewater treatment with a septic tank downflow filter resulted in a higher BOD, COD, TSS, Ammonia, and Total Coliform reduction efficiency than an upflow filter septic tank.
Emisi Gas Rumah Kaca Industri Konstruksi di Indonesia: Sumber dan Strategi Mitigasi Baiq Dini Luqyana Khailila; Arafat Barata Syah; Khairunnisa Kusumawijaya; Mohammad Palwa Priya Rajendra; Alfina Trihapsari; Najwa Kamila Syarifah; Anie Yulistyorini
Jurnal Serambi Engineering Vol. 11 No. 3 (2026): Juli 2026
Publisher : Faculty of Engineering, Universitas Serambi Mekkah

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Abstract

Sektor konstruksi merupakan salah satu kontributor penting terhadap emisi gas rumah kaca dan jejak karbon global, terutama melalui produksi material konstruksi, penggunaan energi selama proses pembangunan, serta aktivitas transportasi material. Peningkatan pembangunan infrastruktur di Indonesia turut meningkatkan kontribusi sektor ini terhadap emisi karbon. Penelitian ini bertujuan untuk mengkaji sumber utama emisi gas rumah kaca dan carbon footprint pada sektor konstruksi serta mengidentifikasi berbagai strategi mitigasi yang dilaporkan dalam literatur ilmiah. Metode yang digunakan adalah systematic literature review dengan menganalisis 50 artikel ilmiah yang dipublikasikan pada periode 2015–2025 dan diperoleh dari database ScienceDirect, Google Scholar, MDPI, ResearchGate, OpenAlex, serta beberapa jurnal terindeks Scopus dan SINTA menggunakan kata kunci “greenhouse gas emissions”, “carbon footprint”, “construction industry”, dan “construction”. Hasil kajian menunjukkan bahwa sumber utama emisi berasal dari produksi material berintensitas karbon tinggi seperti semen dan baja, penggunaan alat berat berbahan bakar fosil, serta transportasi material konstruksi. Strategi mitigasi yang banyak direkomendasikan meliputi penerapan konsep green building, penggunaan material rendah karbon, pengembangan semen rendah karbon, serta penerapan konstruksi sirkular untuk meningkatkan efisiensi penggunaan sumber daya dan menurunkan emisi karbon.