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All Journal GERVASI: Jurnal Pengabdian kepada Masyarakat Jurnal Teknologi Lingkungan Lahan Basah TEKSTUR : Jurnal Teknologi Infrastruktur Jurnal Pengabdian pada Masyarakat
Anggraini, Ika Muthya
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Agriculture, Biological Sciences & Forestry Humanities Civil Engineering, Building, Construction & Architecture Economics, Econometrics & Finance Education Energy Engineering Environmental Science Immunology & microbiology Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Mathematics Public Health Social Sciences Transportation Other

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Analisis Penyediaan Air Bersih Fakultas Teknik Universitas Panca Bhakti : Studi Kasus Pada Infrastruktur Dan Keberlanjutan Anggraini, Ika Muthya; Widodo, Muji Listyo; Syahwanti, Hezliana
Jurnal Teknologi Lingkungan Lahan Basah Vol 12, No 3 (2024): Juli 2024
Publisher : Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jtllb.v12i3.78959

Abstract

Air bersih merupakan salah satu bagian dari sistem utilitas yang penting di Gedung kampus. Fakultas Teknik Universitas Panca Bhakti telah berdiri sejak tahun 1981 dengan program studi pertama yaitu program studi Teknik sipil. Sejak tahun 2023 dilakukan penambahan program studi yaitu Rekayasa Infrastruktur dan Lingkungan . Tujuan dalam penelitian ini yaitu mengetahui berapa besar kebutuhan air bersih dan besar kapasitas volume reservoir yang dibutuhkan di Fakultas Teknik Universitas Panca Bhakti untuk pemenuhan penyediaan air bersih dikawasan fakultas Teknik. Hasil penelitian yang didapat yaitu volume Ground water tank yang didapat sebesar 28 m3, Saat ini kapasitas yang tersedia berukuran 4 x 4 x 2,5 = 40 m3, artinya kapasitas Ground Reservoir yang ada sudah memenuhi untuk penyediaan air bersih. Dimensi roof tank yang didapat sebesar 4 m3,    saat ini kapasitas tangki atas sudah memenuhi, namun jika ada penambahan program studi baru pada Gedung Fakultas Teknik perlu ditambahkan 1 buah Reservoir dengan kapasitas yang sama untuk memenuhi kebutuhan program studi baru di masa yang akan datang. Hasil simulasi jaringan distribusi air bersih Gedung menggunakan tiga ukuran pipa yaitu Ø 1/2 inch (12,07 mm) , Ø 3/4 inch (19,05 mm) dan Ø 2 inch (50,8 mm). Dimensi pipa mempengaruhi kecepatan air dalam pipa, dalam perencanaan ini digunakan pipa ukuran Ø 1/2 inch untuk distribusi pada tangki 3 pada pipa 9,12, 6 dan 7 yang berada dikawasan Gedung Fakultas Teknik sehingga memenuhi syarat kecepatan air dalam pipa yaitu sebesar 0,3-3 m/s.kecepatan aliran air yang rendah dapat menyebabkan terjadinya pengendapan sedimen dalam pipa, menimbulkan efek korosi dalam pipa, sedangkan bila kecepatan aliran air yang terlalu tinggi menyebabkan terjadinya penggerusan pipa sehingga mempercepat usia pipa.  
Status Pencemaran Sungai Kapuas Kalimantan Barat ANGGRAINI, IKA MUTHYA; Parabi, Arif; Widodo, Muji Listyo
Jurnal Teknologi Infrastruktur Vol 3 No 1 (2023): Jurnal Teknologi Infrastruktur Volume 3, Nomor 1, Juni 2023
Publisher : Fakultas Teknik Universitas Panca Bhakti

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Abstract

The Kapuas River Basin (DAS) has great benefits for the community, especially for clean water needs. The community's need for water starts from the need for drinking water to the need for sanitation. But along the flow of the Kapuas River has experienced pollution. To prevent and improve river water quality, it is necessary to test the water quality in the Kapuas River area and find out the causes of pollution in the research location. This research was conducted in Sintang City as the upstream watershed and Pontianak City as the downstream watershed. Determination of water quality status is carried out using the STORET method. The results obtained, the water of the Kapuas River in the city of Pontianak is classified as heavily polluted. Meanwhile, the Kapuas River water in Sintang City is classified as moderately-severely polluted. The source of the pollutant comes from domestic waste. Efforts to prevent and improve water quality can be carried out by educating the local community regarding water quality and building a Communal WWTP to treat this waste.
KAJIAN OPERASIONAL PINTU AIR DAERAH IRIGASI (D.I) SUNGAI DAHAN DESA NANGA NUAK KECAMATAN ELLA HILIR KABUPATEN MELAWI Novenia; ANGGRAINI, IKA MUTHYA; zainal
Jurnal Teknologi Infrastruktur Vol 5 No 02 (2023): Jurnal Teknologi Infrastruktur Vol 2 No 2 2023
Publisher : Fakultas Teknik Universitas Panca Bhakti

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Abstract

Irrigation area (D.I) Sungai Dahan, Nanga Nuak Village, Ella Hilir District, Melawi Regency with an area of ​​145 hectares which was first developed since ±1970 in the agricultural sector which focuses on rice crops. This research aims to obtain the amount of water needed and plan the operation of water gates in the Sungai Dahan Irrigation Area (D.I) Nanga Nuak Village, Ella Hilir District, Melawi Regency. Data analysis was carried out to obtain water requirements for rice plants, drainage modulus, and analysis of water gates using hydrological data. From the processing data, it was obtained that the need for irrigation water with the rice-padi-pawija cropping pattern was taken as an example of land processing, for calculating the need for irrigation water (DR) the maximum value was obtained at 0.149 l/sec/ha in October of the first planting period, while for the minimum value obtained at 0.00 l/s/ha in May and December in both planting periods, which means water is needed due to the lack of rainfall. The calculation of the water level in the upstream section and the height of the gate openings can be analyzed that at the water level in the upstream section of 0 the gate located at sluice gate 1 (P1) cannot be opened, the sluice gate can operate at the opening at sluice gate P2 to sluice gate P6 because there is a water level as high as 0.11m (P2) and a door opening height as high as 0.06m. At sluice gate 3, for the upstream water level as high as 0.21 m, an opening is made 0.17 m high gate which is intended to keep water sufficient for agricultural land.
UPAYA PENGOLAHAN LIMBAH PLASTIK MENJADI PELUANG USAHA KREATIF BAGI GENERASI Z Anggraini, Ika Muthya; Syahwanti, Hezliana; Widodo , Muji Listyo
GERVASI: Jurnal Pengabdian kepada Masyarakat Vol. 8 No. 1 (2024): GERVASI: Jurnal Pengabdian Kepada Masyarakat
Publisher : LPPM IKIP PGRI Pontianak

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31571/gervasi.v8i1.7161

Abstract

Dalam era dinamis ini, tantangan lingkungan semakin mendesak, dimana limbah plastik menjadi salah satu masalah utama. Kota Pontianak memproduksi hingga 400 ton sampah per hari. Untuk mengatasi hal ini, diperlukan tindakan kolektif melalui kolaborasi antara akademisi dan pelaku usaha pengolahan sampah. Peserta kegiatan ini adalah Siswa OSIS SMK N 4 Pontianak yang merupakan Generasi Z. Tujuan utama kegiatan ini mengajak generasi Z mengelola limbah sebagai sumber daya bernilai ekonomi tinggi. Kegiatan ini mencakup penyuluhan dari akademisi dan pelaku usaha dengan metode pretest, penyuluhan, dan post-test. Hasilnya, siswa memperoleh pengetahuan dan minat dalam pengelolaan sampah plastik, dengan 88,24% termotivasi untuk berbisnis di bidang ini dan 94,12% bersedia mengikuti pelatihan lanjutan. Kegiatan ini juga berdampak positif bagi sekolah melalui kerjasama kegiatan berkelanjutan serta sekolah akan menjadi Role Model pengolahan sampah menjadi nilai jual untuk sekolah lainnya melalui dinas Pendidikan.
STUDI KEANDALAN POTENSI PEMANFAATAN AIR HUJAN SEBAGAI SUMBER AIR BERSIH DI LINGKUNGAN UNIVERSITAS PANCA BHAKTI, KOTA PONTIANAK gunawan, ivan andri; Anggraini, Ika Muthya; Widodo, Muji Listyo
Jurnal Teknologi Infrastruktur Vol 5 No 1 (2024): Jurnal Teknologi Infrastruktur Vol 5 No 1 Juni 2024
Publisher : Fakultas Teknik Universitas Panca Bhakti

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Abstract

The high rainfall in Pontianak provides a great opportunity to utilize rainwater as a source of clean water in the area. This study aims to analyze the potential for utilizing rainwater in the Panca Bhakti University environment from the aspects of reliability and volume of water that can be accommodated. The study was conducted through a quantitative method by measuring the roof area, and collecting rainfall data from secondary data, as well as simulating the calculation of the volume of water that can be accommodated from the roof of the campus building. The results of the study showed that the roof area of ​​the building in the Panca Bhakti University area is 1,508.99 m2. From the roof area, the calculation results show that the potential volume of rainwater that can be accommodated is 282,181.13 liters / month or 11,757 liters / day. The total need for clean water use in the Panca Bhakti University environment is 69,926 liters / day. The percentage of rainwater capacity from the total daily clean water use requirement is 16.814%. From the results of this calculation, we can conclude that in terms of reliability, rainwater has not been able to meet the clean water needs in the Panca Bhaktit University Area as a whole. However, if we integrate it with the use of PDAM water, rainwater has great potential to meet the campus's water needs, especially in reducing the cost of PDAM water usage bills, especially in daily activities that do not require drinking quality water, as well as contributing to groundwater conservation and reducing environmental impacts. Keywords: Rain Water, Rain Water Harvesting, Water Quality, Water Conservation
Strategi Pengembangan Sanitasi Sub Sektor Air Limbah Domestik Dengan Matriks IFAS dan EFAS Di Kabupaten Sekadau: Sanitation develpoment Strategy, Domestic Wastewater GUNAWAN, IVAN ANDRI; Anggraini, Ika Muthya; Marbun, Julianti
Jurnal Teknologi Infrastruktur Vol 6 No 2 (2024): Jurnal Teknologi Infrastruktur Volume 6 Nomor 2 Tahun 2024
Publisher : Fakultas Teknik Universitas Panca Bhakti

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Abstract

In formulating the sanitation development strategy, the SWOT analysis method is used which considers internal environmental conditions and external environmental conditions through a multi-aspect analysis approach (technical aspects, institutional aspects, regulatory aspects, funding aspects and community participation aspects). The SWOT analysis compares external factors of opportunities and threats with internal factors of strengths and weaknesses. Internal factors are entered into a matrix called the internal strategic factor matrix or IFAS (Internal Strategic Factor Analysis Summary). External factors are entered into a matrix called the external strategic factor matrix EFAS (External Strategic Factor Analysis Summary). Based on the results of the analysis, it can be concluded that the value of the strength aspect is 2.87, the weakness aspect is 3.30, the opportunities aspect is 2.97, and the threats aspect is 2.6. The results of these internal factors are at a value of -0.43, and the external factors are at a value of 0.37. The results of these two factors are displayed in a quadrant with coordinate values ​​(-0.43, 0.37) where X is an internal factor and Y is an external factor. Based on the analysis results, it shows that the position of the Domestic Wastewater sector is in the "Turnaround Strategy" quadrant. The Turnaround Strategy is applied when the weaknesses are quite significant but there are still opportunities that can be utilized. There is a need to strengthen the internal aspects of domestic wastewater management.
Analisis Limbah Cair Domestik Kantin: Strategi Inovatif untuk Pengelolaan Lingkungan yang Berkelanjutan di Universitas Panca Bhakti Rahsia, Shandra Andina; Anggraini, Ika Muthya; Marbun, Julianti
Jurnal Teknologi Lingkungan Lahan Basah Vol 13, No 2 (2025): July 2025
Publisher : Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jtllb.v13i2.93555

Abstract

The canteen at Universitas Panca Bhakti generates domestic wastewater from daily activities such as cooking, washing, and kitchen cleaning, which poses a potential threat to the environment. This study aims to identify the characteristics of the canteen's wastewater based on key pollutant parameters and to design a small-scale domestic wastewater treatment system in accordance with the quality standards set by the Ministry of Environment and Forestry Regulation No. 68 of 2016. The methodology includes wastewater sampling at three different operational times (morning, noon, and afternoon), followed by laboratory analysis of BODâ‚…, COD, TSS, oil and grease, pH, ammonia, and total coliform. The results show that all parameters exceeded the quality standard limits, with peak pollutant concentrations recorded at 3:00 PM"”BODâ‚… at 11,069 mg/L, COD at 32,373 mg/L, TSS at 28,000 mg/L, oil and grease at 2,506 mg/L, ammonia at 3.924 mg/L, and total coliform at 22,000 CFU/100 mL. Based on these findings, an integrated wastewater treatment system (IPAL) was designed, consisting of a grease trap for oil and grease removal, a sedimentation tank for suspended solids, an aerobic biofilter for organic degradation, and a disinfection unit to reduce pathogenic microorganisms. This system is expected to reduce pollutant loads to meet quality standards before the effluent is discharged into the environment.
Perancangan Unit Instalasi Pengolahan Air Bersih Untuk Kebutuhan Kampus Universitas Panca Bhakti Anggraini, Ika Muthya; Gunawan, Ivan Andri; Rahsia, Shandra Andina
Jurnal Teknologi Lingkungan Lahan Basah Vol 13, No 2 (2025): July 2025
Publisher : Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jtllb.v13i2.94139

Abstract

Clean water is a fundamental necessity that plays a vital role in supporting various activities within higher education institutions, including Universitas Panca Bhakti (UPB). The availability of clean water that meets quality standards is essential to sustain academic activities, sanitation, laboratory work, and campus facility maintenance. However, the current condition shows that the existing water quality does not comply with the quality standards stipulated in the Indonesian Ministry of Health Regulation No. 2 of 2023. Therefore, a more reliable water treatment system is required. This study aims to design an adaptive and energy-efficient Clean Water Treatment Plant (CWTP) tailored to the characteristics of UPB"™s raw water sources. The methodology comprises three main stages: (1) analysis of raw water quality, (2) technical design of the treatment units, and (3) preparation of the Budget Plan (RAB). The raw water source is derived from rainwater runoff and campus catchment ponds, with an estimated annual potential supply of 88,313 m ³, which is sufficient to meet the campus"™s daily demand of 83.91 m ³. Laboratory tests indicated that the color and Total Coliform parameters exceeded the permitted limits, necessitating a treatment system that includes coagulation-flocculation, horizontal sedimentation, sand filtration, chlorine disinfection, and a clean water reservoir. The system is designed to operate at a capacity of 3.88 L/second, following the technical planning standards set in SNI 6774:2005, considering detention time, horizontal flow velocity, and filtration efficiency. The estimated construction cost for the treatment system is Rp85,900,000. This design is expected to serve as a sustainable and practical solution for clean water management on campus.
ANALISIS HIDROLIKA ALIRAN SALURAN SEKUNDER DI DESA PARIT BARU KECAMATAN SELAKAU KABUPATEN SAMBAS DENGAN MENGGUNAKAN SOFTWARE HEC-RAS Akbar Syawaludin, Mardhika; ANGGRAINI, IKA MUTHYA; Wahyu, Zainal
Jurnal Teknologi Infrastruktur Vol 2 No 2 (2022): Jurnal Teknologi Infrastruktur Volume 2 No 2 2022
Publisher : Fakultas Teknik Universitas Panca Bhakti

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Abstract

Floods can occur due to high rainfall, intensity, or damage due to wrong land use. In addition, floods can also be caused by climate change, disruption of the flow of rainwater in rivers, reduction of the surface area that absorbs water due to the construction of many buildings and the occurrence of forest destruction, overflow of the main rivers that pass through residential and urban areas, due to the intensity of rainfall. which is high in the upper reaches of the river which also often causes flooding. Knowing the planned flood discharge with return periods of 2, 5 and 10 years and simulating the flood water level on the channel cross-section that is experiencing overflow using HEC-RAS software with return periods. The data needed in the analysis include hydrological analysis, hydraulic analysis, river geometry data input, and discharge data input. Based on the results of hydrological analysis using the Nakayasu Synthetic Unit Hydrograph method in the secondary canal of Parit Village, Selakau District, Sambas Regency with a return period of Q2th = 56.13 m3/second, Q5th = 56.18 m3/second, and Q10th = 56.21 m3/second. Based on the results of the analysis using the HEC-RAS 5.0.7 program with calculated debits from the hydrological results, the potential for flooding is generated at all stations from upstream to downstream.
ANALISIS PENERAPAN KESELAMATAN DAN KESEHATAN KERJA (K3) TERHADAP KEPUASAN DAN KINERJA PEKERJA PADA PROYEK KONSTRUKSI (STUDI KASUS: PEKERJA PROYEK REKONSTRUKSI RUAS JALAN SAYUNG – TEMU KABUPATEN BENGKAYANG) Putri Desfatriani, Imelda; ANGGRAINI, IKA MUTHYA; syahwanti, Hezliana
Jurnal Teknologi Infrastruktur Vol 3 No 1 (2023): Jurnal Teknologi Infrastruktur Volume 3, Nomor 1, Juni 2023
Publisher : Fakultas Teknik Universitas Panca Bhakti

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Abstract

Pembangunan proyek konstruksi di Negara Indonesia masih sangat berkembang pesat, mulai dari jalan, jembatan, gedung, rumah dan lain-lain mengalami perubahan-perubahan yang lebih baik dibandingkan dengan sebelumnya, perbandingan ini dapat dilihat dari bentuk bangunan yang beragam dan struktur bangunan yang terus diperbaharui hingga kenyamanan dalam penggunaannya. Perkembangan industri konstruksi yang pesat selain memberikan manfaat juga menimbulkan resiko cukup besar, dimana industri ini dapat dikatakan rentan terhadap kecelakaan kerja (Ervianto, 2005). Kecelakaan kerja pada proyek konstruksi akan merugikan tenaga kerja, lingkungan kerja yang tidak aman dan kurang sehat juga berimbas pada terganggunya kinerja tenaga kerja. Oleh karena itu, saat pelaksanaan pekerjaan konstruksi diwajibkan untuk menerapkan sistem keselamatan dan kesehatan kerja (K3). Penerapan sistem K3 tentu memiliki pengaruh terhadap kepuasan dan kinerja pekerja. Sehingga penelitian ini bertujuan untuk mengetahui pengaruh penerapan K3 terhadap kepuasan dan kinerja pekerja studi kasus di proyek Rekonstruksi Ruas Jalan Sayung – Temu Kabupaten Bengkayang. Penelitian ini dilakukan dengan cara menyebar kuesioner kepada 55 responden untuk diperoleh hubungan pengaruh penerapan K3 terhadap kepuasan dan kinerja pekerja dengan metode analisis jalur (Path Analysis). Hasil penelitian menunjukan bahwa variabel program keselamatan kerja (X1) berpengaruh positif dan signifikan terhadap kepuasan kerja (Y) ini dibuktikan dengan nilai probabilitas 0,000 (< 0,05) yang berarti ada pengaruh yang signifikan. Pada variabel program kesehatan kerja (X2) juga memiliki berpengaruh positif dan signifikan terhadap kepuasan kerja (Y) ini dibuktikan dengan nilai probabilitas 0,000 (< 0,05) yang berarti ada pengaruh yang signifikan. Pada variabel program keselamatan kerja (X1) berpengaruh positif dan signifikan terhadap kinerja pekerja (Z) ini dibuktikan dengan nilai probabilitas 0,05 (< 0,05) yang berarti ada pengaruh yang signifikan. Pada variabel program kesehatan kerja (X2) berpengaruh positif dan signifikan terhadap kinerja pekerja (Z) ini dibuktikan dengan nilai probabilitas 0,002 (< 0,05) yang berarti ada pengaruh yang signifikan. Pada variabel program kepuasan kerja (Y) berpengaruh positif dan signifikan terhadap kinerja pekerja (Z) ini dibuktikan dengan nilai probabilitas 0,001 (< 0,05) yang berarti ada pengaruh yang signifikan. Sehingga dapat disimpulkan bahwa penerapan sistem keselamatan dan kesehatan kerja (K3) memiliki pengaruh terhadap kepuasan dan kinerja pekerja pada proyek Rekonstruksi Ruas Jalan Sayung – Temu Kabupaten Bengkayang.
Co-Authors Akbar Syawaludin, Mardhika Aprillia, Ricka Hezliana Syahwanti IVAN ANDRI GUNAWAN Marbun, Julianti Novenia Parabi, Arif Putri Desfatriani, Imelda Shandra Andina Rahsia, Shandra Andina Wahyu, Zainal Widodo , Muji Listyo Widodo, Muji Listyo Zainal