CAPACITY OF ADHYAKSA RESERVOIR IN NORTH JAKARTA
Abstract
Adhyaksa reservoir is located within the Adhyaksa Public Hospital on Mabes Hankam street number 60, Ceger, Cipayung district, in the area of East Jakarta, which is one of the areas prone to flooding. Adhyaksa reservoir has a pump house available that is used to pump the excess water in the reservoir but there are still puddles in several places around the residential area. The problems occurs due to sedimentation in the canal, inadequate size of the canal, and narrowing of the canal. These causes the canal that is supposed to drain water into a reservoir to not work optimally. By conducting canal analysis using Log Pearson III method, using data obtained from 3 Rainfall Station namely, Bekasi Rainfall Station, Halim Rainfall Station, and Bogor Rainfall Station, it was found that the rainfall intensity that occured in the last 10 years cycle is 162,29 mm. Then, the Mononobe equation was used to find the intensity of rain per hour that occours. The planned rain discharge was then found using a rational method. From these calculations, it was discovered that there are 9 canals namely (5, 11, 12, 13, 17, 18, 19, 20 and 23) that are unable to accommodate the rainfall that occurs.
Full Text:
PDFReferences
Anonim. (2019). Rencana Nasional Penanggulangan Bencana 2015-2019. Jakarta: Badan Nasional Penanggulangan Bencana.
Asdak, Chay. (1995). Hidrologi dan Pengelolaan Daerah Aliran Sungai. Jakarta: Gadjah Mada University.
Direktorat Jenderal Cipta Karya. (2012). Tata Cara Penyusunan Rencana Induk Sistem Drainase Perkotaan. Jakarta: Direktorat Jenderal Cipta Karya Kementrian Pekerjaan Umum.
Djamaluddin, Ibrahim. dkk. (2020). Pengelolaan Drainase Kota Sebagai Upaya Mitigasi Banjir Kota Makkasar. Jurnal teknologi terapan untuk pengabdian masyarakat Vol 3, No 2, 98-112.
Meilani, Vina Rezky, dan Zella Pramitha. (2014). Perencanaan Sistem Saluran Drainase Bagian Luar Underpass. Palembang: Politeknik Negeri Sriwijaya.
Putro, Haryono, dan Joetata Hadihardaja. (2013). Variasi Koefisien Kekasaran Manning (n) Pada Flume Akrilic Pada Variasi Kemiringan Saluran dan Debit Aliran.. Media komunikasi teknik sipil Vol 19, No 2, 141-146.
Resmani, Eva, Ussy Andawayanti, dan Evi N.C. (2017). Analisa Kapasitas Tampung Saluran Drainase Akibat Pengaruh Limpasan Permukaan Kecamatan Kota Sumenep. Jurnal teknik pengairan Vol 8 no 2, 214-221.
Saksono, Puji. (2011). Analisis Efisiensi Pompa Centrifugal Pada Instalasi Pengolahan Air Kampung Damai Balikpapan. Balikpapam: Universitas Balikpapan.
Siswandi. (2015). Analisis Tekanan Pompa Terhadap Debit Air. Jurnal ilmu-ilmu teknik Vol 11, No 3, 39-46
Suprayogi, Slamet, Hendy Fatchurohman, dan M. Widyastuti. (2019). Analisis Kondisi Hidrologi Terhadap Perkembangan Wilayah Perkotaan Studi Kasus DAS Kali Belik Yogyakarta. Daerah Istimewa Yogyakarta: Universitas Gadjah Mada.
DOI: https://doi.org/10.24853/ijcei.1.1.23-32
Refbacks
- There are currently no refbacks.
International Journal of Civil Engineering and Infrastructure (IJCEI) Indexing By:
Copyright of International Journal of Civil Engineering and Infrastructure (IJCEI) (e-ISSN: 2776-2580).
This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License