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All Journal GEMASSIKA: Jurnal Pengabdian Kepada Masyarakat INDONESIAN JOURNAL OF URBAN AND ENVIRONMENTAL TECHNOLOGY Jurnal Bhuwana
W. Winarni, W.
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Agriculture, Biological Sciences & Forestry Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Dentistry Energy Environmental Science Health Professions Medicine & Pharmacology Nursing Public Health

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PENINGKATAN PENGETAHUAN DAN DEMONSTRASI PENANGAN DISMINORHEA PADA REMAJA SMP Winarni, W.
GEMASSIKA: Jurnal Pengabdian Kepada Masyarakat Vol 1, No 2 (2017): NOPEMBER
Publisher : P3M STIKES Aisyiyah Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (50.108 KB) | DOI: 10.30787/gemassika.v1i1.219

Abstract

Disminnorhea is one of the menstrual disorders that often occur in adolescens. 50% of sufferers often experience lack of disminorerhea the inability of daily activities. Therefore needs to be done as preventive treatment with mild as well as sports consume fruits and vegetables. Almost teens don?t know don?t know about how to handle disminorhea, so need to do some socializing and the demo aboutnstration to handle disminorhea correctly. The target participants are expected external socializtion can understand the importance of the knowledge of the menstrual Disorders especially disminnorhea as well as have the abbility to perform actions handling Disminorhea independently.The activities of socialization in SMPIT Nur Hidayah Surakarta, with using extension lectures method and demonstrations. The results of participant extension can understand and pursuing the action handler disminorhea correctly, so need to be held educations about health is not only limited to the handling of disminorhea but also in adolescent reproduktive health improvement
POLA KONSUMSI AIR MINUM DI KABUPATEN PURWOREJO Winarni, W.; Yanidar, Ramadhani
Jurnal Lingkungan dan Kota VOLUME 5, NUMBER 1, MEI 20225
Publisher : Universitas Trisakti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25105/bhuwana.v5i1.22609

Abstract

Dalam sistem distribusi air minum, fluktuasi pemakaian air tiap jam dalam 1 hari digunakan untuk perencanaan reservoir dan operasional pompa distribusi, sedangkan kebutuhan air jam puncak digunakan dalam perencanaan dimensi pipa distribusi. Penelitian ini bertujuan untuk meningkatkan pemahaman pola konsumsi air minum sehingga dapat memperbaiki operasional sistem distribusi. Pada studi ini dilakukan analisis pola konsumsi di 2 reservoir distribusi Kabupaten Purworejo dengan pengumpulan data konsumsi air tiap jam selama 7 hari di meter induk reservoir. Pola konsumsi di Kutoarjo menunjukkan adanya 2 puncak pemakaian dengan faktor jam puncak 1,27, sedangkan pola konsumsi di Tuk Songo berkisar pada konsumsi rata-rata dengan faktor jam puncak 1,07. Penyimpanan air di Reservoir Kutoarjo adalah 6,14% terhadap konsumsi harian atau 182,3 m3 terhadap volume aktual 850 m3, sedangkan Reservoir Tuk Songo hanya menyimpan 0,56% atau 29,2 m3 terhadap volume aktual 400 m3. Tidak terjadi penyimpanan air di reservoir. Diperlukan penelitian lanjut dan data yang lebih luas untuk mendapatkan pemahaman lebih baik mengenai pola konsumsi air agar diperoleh perencanaan pengelolaan operasional serta pengembangan jaringan pipa distribusi yang efektif, sehingga dapat meningkatkan pelayanan kepada pelanggan.
Study on the Optimum Flushing Volume of the Sewer System in South Tangerang City Marsudi, Maudi Larasati; Tazkiaturrizki, T.; Winarni, W.
INDONESIAN JOURNAL OF URBAN AND ENVIRONMENTAL TECHNOLOGY Volume 1, Number 2, April 2018
Publisher : Universitas Trisakti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25105/urbanenvirotech.v1i2.2824

Abstract

Aims: This planning aims to obtain the optimum flush volume on the design of sewerage in South Tangerang City. Methodology and results: Factors affecting this flushing are the length of pipelines, the service area, and topographic conditions. The sewer drain that needs flushing is Line 1–WWTP since the minimum velocity is not eligible due to its relatively low average topographic slope. The flushing is required particularly for the Section 1–2. Hence, two alternatives were devised by dividing the Population Equivalent (PE) in Section 1–2 into three segments. Those alternatives were differentiated by the PE—20%, 5%, and 75% for Alternative 1; whereas 10%, 15%, and 75% for Alternative 2. Alternative 1 requires flushing on Section 1–1.1 since it has a dmin of 7 cm and vmin of 0.2585 m/s, yielding a flush volume of 3.94 m3 (0.0193 m3/s). Section 1.1–1.2 still needs flushing because this channel has a vmin of 0.4281 m/s and a qualified dmin of 15 cm, generating a flush volume of 7.89 m3 (0.2113 m3/s). Flushing is not necessary for Section 1.2–2 due to its sufficient dmin of 63 cm and vmin of 0.88 m/s. Alternative 2 requires flushing on Section 1–1.1 since it has a dmin of 7 cm and a vmin of 0.2585 m/s, resulting in a flush volume of 2.63 m3 (0.0193 m3/s). Section 1.1–1.2 still requires flushing on account of its vmin of 0.3877 m/s and the yielded flush volume of 18.4 m3 (0.2625 m3/s), though its dmin of 13 cm complies with the standard. Section 1.2–2 does not need flushing as it already has a dmin of 63 cm and a vmin of 0.88 m/s. The total flush volumes for Alternative 1 and Alternative 2 are 11.83 m3 and 21.04 m3, respectively. Conclusion, significance, and impact of the study: The total flush volume for Alternative 1 is 11.83 m3, while Alternative 2 is 21.04 m3. Thus, the optimum design having the least flush volume is Alternative 1.
Co-Authors Marsudi, Maudi Larasati Ramadhani Yanidar Tazkiaturrizki, T.