Pengetahuan tentang perawatan jenazah sesuai sunnah masih kurang dipahami oleh sebagian masyarakat. Masyarakat di desa biasanya lebih menggantungkan prosesi perawatan jenazah kepada seorang modin. Kendala sering terjadi bila modin tidak berada ditempat saat ada orang meninggal sehingga perawatan jenazah agak tertunda. Kebiasaan di masyarakat dalam prosesi pemakaman juga masih dipengaruhi oleh adat yang kurang selaras dengan ajaran agama. Bangunan makam di area dengan elevasi yang lebih tinggi biasanya memerlukan bangunan penahan tanah untuk mencegah longsor. Fasilitas pendukung pemakaman, seperti keranda dan tempat memandikan jenazah, terkadang tidak layak. Latar belakang tersebut yang mendasari dilaksanakannya program pengabdian masyarakat di Kampung Kadirojo, Desa Jamus Kauman, Kecamatan Ngluwar, Kabupaten Magelang, Provinsi Jawa Tengah. Kegiatan ini bertujuan untuk memberikan edukasi kepada warga masyarakat tentang perawatan jenazah sesuai sunah, membantu desain keranda jenazah, serta merencanakan & menstimulasi pembangunan dinding penahan tanah area pemakaman. Metode penyampaian dalam edukasi perawatan jenazah dilakukan dengan paparan dan tanya jawab tentang materi cara memandikan, cara mengkafani, dan cara menguburkan jenazah. Perancangan / desain keranda jenazah & dinding penahan tanah dilakukan oleh Tim Pengabdian Masyarakat Universitas Muhammadiyah Yogyakarta. Kegiatan kajian pembimbingan jenazah telah dilaksanakan pada tanggal 25 Juli 2020. Warga sangat antusias dengan kegiatan dan berharap kegiatan pengabdian dapat secara kontinyu dilaksanakan. Hasil desain keranda jenazah telah disampaikan ke ketua rukun kampung. Stimulasi dana dari LP3M UMY berhasil menggugah pendanaan swadaya masyarakat dalam pembangunan dinding penahan tanah. Proses pembangunan tertunda karena pandemi virus Covid-19.
<p>Changes in land use are closely related to the increasing number of people who are increasing from time to time. This land use change has an impact on increasing the runoff coefficient because the rain that falls will not be retained or seep and flows directly into the river. This is what causes an increase in peak discharge in a watershed. The purpose of this study was to determine the magnitude of changes in peak discharge that occurred in the Serenan watershed in 2015 and 2021 due to changes in land use. The method used in analyzing the peak discharge is the Snyder unit hydrograph, the results of this method will be compared with the measured unit hydrograph to determine the correlation between the two. To make a synthetic unit hydrograph, non-physical parameters are needed in the form of Ct and Cp values. The Ct value used in 2015 was 2.30 and in 2021 it was 2.00 while the Cp value in 2015 was 0.90 and in 2021 it was 1.10. The results of the analysis using the Snyder method showed that the peak discharge was 139.61 m3/s in 2015 and 194.56 m3/s in 2021. The analysis shows that the peak discharge increased by 54.95 m3/s and has a very strong correlation with the hydrograph of the measured unit. </p>
Pengelolan SPAMDes Tirtosari masih memperhitungkan biaya operasional dan harga pokok produksi berdasarkan perkiraan dan kesepakatan bersama, belum mempertimbangan biaya produksi. Metode full costing untuk memperhitungkan harga pokok produksi, kemudian digunakan metode cost plus pricing dan rumus berdasarkan Permendagri Nomor 71 Tahun 2016 untuk menentukan harga jual air. Dari hasil analisis, biaya operasional terbesar terjadi pada tahun 2018 yaitu sebesar Rp. 64.273.209. Selain itu diperoleh nilai harga jual air per m 3 yang lebih tinggi dibandingkan harga pokok produksinya. Seperti pada tahun 2022, harga pokok produksi yang dihasilkan sebesar Rp. 1.899 dan harga jual yang dihasilkan sebesar Rp. 2.713. Hasil perhitungan harga jual air per m 3 yang mengacu pada metode cost plus pricing dan Permendagri Nomor 71 Tahun 2016 dengan menambahkan nilai laba pada perhitungannya juga menunjukkan nilai yang lebih besar dibanding harga pokok produksi air yang telah dihitung sebelumnya yaitu berkisar antara Rp. 3.940 -Rp. 9.158. Jika perusahaan menetapkan harga jual air sesuai hasil perhitungan, maka perusahaan sudah mampu untuk menutupi biaya operasional air serta mendapatkan laba.
Drainage isasewer system in an areathat serves todrain excess rainfall. Initially, an artificial drainage channel could absorb water because the drainage channel is made from landorland with grass. Negative impacts frequently occurrence on the channel walls that are eroded by water see page. While the current drainage channel is impermeable, making direct runoff flows rapidly into water bodies. Land use is increasingly impermeable resulting bigger runoff and causing negative impacts, such as floods and decreasing groundwater savings due to rainfall directly flows into water bodies orriver nearby. In this paper, authortried tomake adrainage channel innovation by making boxes infiltration along the concrete channel. The aim of the study is to determine the effect of artificial recharge box modeling along drainage channels in reducing runoff using wastel and and grintinggrass(Cynodondactylon) media, determine the ratio of absorptionability between box wastel and media and Grinting grassmedia in reducing runoff using concrete channel/watertight as a reference. The model is made of wood with the size of 750×30×20cm and 5catchment box made every distance of 100cm along the channel, then the water flowed into the channel for an hour, and velocity data taken every five minutes before and after the flow through the box and also water level data taken every five minutes. The result shows that artificial recharge box with wasteland media can reduce runoff entering the channel, with the ability to reduce runoff at first hour about of 38.322% and it will decrease every hour, on it is smallest on the fourth hour 4 about of 28.038%. Also, a model with grintinggrass media can reduce runoff and the largestefficiency value is about 49.744% in first hour. Channel modeling with artificial recharges box using grinting grass media is better than only using wasteland for reducing.
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