Study Planning of Check Dam Using Waste Tires at Sumbersari UB Forest Area

Authors

  • Runi Asmaranto Universitas Brawijaya
  • Melvin Al Ishar Student
  • Anggara Wiyono Wit Saputra Universitas Brawijaya

DOI:

https://doi.org/10.30736/cvl.v9i2.1224

Keywords:

Check Dam, Sediment, Debris Flow, Waste Tires, Tire Construction, Plaxis 2D V20

Abstract

A check dam is a construction solution to overcome various catchment area challenges, especially erosion and sedimentation control in the upstream region. The strategic implementation of this plan includes various methodologies such as topographic, geotechnical identification, hydrological analysis, sedimentation analysis, material specification, hydraulic analysis, stability analysis, storage capacity analysis, and budget plan development. The purpose of this research is to check dam planning using waste tires which includes sediment discharge, detailed dimensions of the building, and building safety, to the required cost budget plan by reviewing the aspects of environmentally friendly, low cost, and waste utilization by sustainable development goals. The type of sediment flow that occurs is debris flow with a sediment discharge rate of 25,939 m3/s, due to the flood discharge phenomenon with a significant 25-year return period is 10,580 m3/s. The safety number of the proposed check dam design using the calculation of forces acting and Plaxis 2D V20 software has exceeded the safety permit requirements with various conditions that may occur at the study site. In a single flood, this check dam can effectively mitigate for approximately 4 days. To implement this development plan, an estimated budget of IDR773.472.940 has been projected.

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References

P. M. Devi, M. Safriani, and M. F. Ikhwali, “The Study of Flood Discharge in Ujong Krueng in the Tripa Watershed,” Civilla Jurnal Teknik Sipil Universitas Islam Lamongan, vol. 7, no. 2, p. 115, 2022, doi: 10.30736/cvl.v7i2.841.

Q. Dianasari, U. Andawayanti, and E. N. Cahya, “Pengendalian Erosi Dan Sedimen Dengan Arahan Konservasi Lahan Di Das Genting Kabupaten Ponorogo,” Jurnal Teknik Pengairan., vol. 9, no. 2, pp. 95–104, 2018, doi: 10.21776/ub.pengairan.2018.009.02.3.

Badan Standardisasi Nasional, SNI 2851:2015 Desain Bangunan Penahan Sedimen. 2015.

J. Luan et al., “Separating the impact of check dams on runoff from climate and vegetation changes,” Journal of Hydrology., vol. 614, no. PB, p. 128565, 2022, doi: 10.1016/j.jhydrol.2022.128565.

M. E. Lucas-Borja, G. Piton, Y. Yu, C. Castillo, and D. Antonio Zema, “Check dams worldwide: Objectives, functions, effectiveness and undesired effects,” Catena, vol. 204, no. April, p. 105390, 2021, doi: 10.1016/j.catena.2021.105390.

A. Mohajerani et al., “Recycling waste rubber tyres in construction materials and associated environmental considerations: A review,” Resources, Conservating, and Recycling., vol. 155, no. August 2019, p. 104679, 2020, doi: 10.1016/j.resconrec.2020.104679.

N. Oktaviariyadi, V. Dermawan, and A. Wiyono Wit Saputra, “Study Planning of Check Dam as Sediment Controller at Sumbersari UB Forest Area,” Jurnal Teknik Pengairan., vol. 14, no. 2, pp. 185–191, 2023, doi: 10.21776/ub.pengairan.2023.014.02.10.

R. M. Yusuf, B. Rachmat Suganda, M. Nursiyam Barkah, and K. Arfiansyah, “Analisis Debit Banjir Dengan Membandingkan Nilai Debit Banjir Metode Rasional Dan Kapasitas Debit Aliran Sungai Pada Sub-DAS Ciwaringin Kabupaten Majalengka Provinsi Jawa Barat,” Padjajaran Geoscience Journal., vol. 5, no. 4, pp. 424–432, 2021, [Online]. Available: https://jurnal.unpad.ac.id/geoscience/article/view/35243

D. Priyantoro, Teknik Sungai. 2021.

M. R. Hanif, ANALISIS KAPASITAS TAMPUNGAN SABO DAM GE-C13 KALI GENDOL ( Analysis Reservoir Capacity of The Sabo Dam GE-C13 Gendol River ) ANALISIS KAPASITAS TAMPUNGAN SABO DAM GE-C13 KALI GENDOL, vol. 2, no. 2. 2023.

Z. Haryanto, Wiyatno; Rohaendi, Nendi; Banda, Ridwan; Zakaria, “Pemanfaatan Ban Bekas Untuk Perkuatan Struktur Jalan Pada Pelebaran Jalan Sorowako - Malili : Sebuah Kajian Tentang Kestabilan Geoteknik,” Geominerba, vol. 4, no. 1, 2019.

A. R. Nisa, R. Asmaranto, and L. Prasetyorini, “Studi Evaluasi Stabilitas Bendung dan Perencanaan Rehabilitasi Bendung Margopadang di Kabupaten Magetan Provinsi Jawa Timur,” Jurnal Teknologi dan Rekayasa Sumber Daya Air, vol. 3, no. 1, pp. 503–515, 2023, doi: 10.21776/ub.jtresda.2023.003.01.43.

C. Hassan, Sabo Plan (Perencanaan Sabo Dam Modular), no. April. 2019.

M. Rifai, E. Suhartanto, and R. Asmaranto, “Studi Evaluasi Dan Analisis Bangunan Pengendali Sedimen Di DAS Nangka,” Jurnal Teknik Pengairan., vol. 6, pp. 229–238, 2015.

Kementrian PUPR, Permen PUPR No 8 Tahun 2023 tentang Pedoman Penyusuanan Perkiraan Biaya Pekerjaan Konstruksi Bidang Pekerjaan Umum dan Perumahan Rakyat. 2022.

Suparno; Sutiaji, “Salinan Peraturan Walikota Malang Nomor 10 Tahun 2022 Tentang Harga Satuan Pekerjaan Konstruksi,” in salinan perwalikota, no. 8.5.2017, 2022, pp. 2003–2005.

A. Huo, J. Peng, Y. Cheng, P. Luo, Z. Zhao, and C. Zheng, “Hydrological Analysis of Loess Plateau Highland Control Schemes in Dongzhi Plateau,” Frontiers in Earth Science., vol. 8, no. December, pp. 1–14, 2020, doi: 10.3389/feart.2020.528632.

G. Gunawan, “Analisis Data Hidrologi Sungai Air Bengkulu Menggunakan Metode Statistik,” Inersia, Jurnal Teknik Sipil, vol. 9, no. 1, pp. 47–58, 2019, doi: 10.33369/ijts.9.1.47-58.

M. S. Bhat et al., “Flood frequency analysis of river Jhelum in Kashmir basin,” Quaternary International., vol. 507, no. June 2018, pp. 288–294, 2019, doi: 10.1016/j.quaint.2018.09.039.

L. M. Limantara, Rekayasa Hidrologi Edisi Revisi. Yogyakarta: Penerbit Andi, 2018.

Pusat Pendidikan dan Pelatihan, Modul perhitungan hidrologi pelatihan perencanaan bendungan tingkat dasar 2017. 2017.

KMENLHK, Peraturan Menteri Lingkungan Hidup dan Kehutanan Republik Indonesia Nomor 8 Tahun 2021 tentang Tata Hutan dan Penyusunan Rencana Pengelolaan Hutan, serta Pemanfaatan Hutan di Hutan Lindung dan Hutan Produksi. 2021.

A. Hamdi, G. Abdelaziz, and K. Z. Farhan, “Scope of reusing waste shredded tires in concrete and cementitious composite materials: A review,” Journal of Building Engineering., vol. 35, no. August 2020, p. 102014, 2021, doi: 10.1016/j.jobe.2020.102014.

M. Nasution, A. Aminnullah, and B. Suhendro, “Pengaruh Perbedaan Ukuran Karet Ban Bekas Terhadap Sifat Mekanik,” INERSIA lNformasi dan Ekspose Hasil Riset Teknik SIpil dan Arsitektur., vol. 16, no. 1, pp. 38–48, 2020, doi: 10.21831/inersia.v16i1.31314.

F. Safitri, A. Rajak, S. O. Dapas, and M. D. J. Sumajouw, “Pengujian Kuat Tekan Beton Yang Menggunakan Agregat Lokal Dengan Pemanfaatan Abu Sekam Padi Dan Batu Apung Sebagai Substitusi Parsial Semen,” Jurnal Sipil Statik, vol. 8, no. 2, pp. 147–154, 2020.

K. C. Darmawan, M. S. D. Cahyono, and Y. E. Rahayu, “Penggunaan Batu Bronjong Sebagai Alternatif dinding penahan tanah tower bts (base transceiver station) pada kontur tanah miring,” Agregat, vol. 8, no. 1, pp. 831–837, 2023, doi: 10.30651/ag.v8i1.18493.

T. P. Wibowo, & Tika, and E. Wulandari, “Analisis Stabilitas Struktur Retaining Wall Basement Terhadap Tekanan Tanah Dengan Aplikasi Plaxis 8.6. Stability Analysis Of The Structure Of Retaining Wall Basement On Soil Pressure Using Plaxis 8.6 Software,” Jurnal Ilmu Teknik Sipil dan Arsitektur., vol. 2, no. 1, pp. 14–22, 2023, doi: 10.31289/jitas.v2i1.1942.

N. A. Restuti, “Analisis Stabilitas Lereng Bendungan Wonorejo Berdasarkan Peta Gempa 2004 Dan Peta Gempa 2010,” Stabilitas Lereng, vol. VII, pp. 74–78, 2010.

Bentley Communities, CONNECT Edition V22.00 PLAXIS 2D - Tutorial Manual. 2021.

G. Bramantya, Analisis Nilai Stabilitas Dan Penurunan Pada Timbunan Ringan Mortar Busa Dan Timbunan Tanah Konvensional Pada Oprit Jembatan (Analysis. 2021. [Online]. Available: https://dspace.uii.ac.id/handle/123456789/34467

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Published

2024-09-03

How to Cite

Runi Asmaranto, Melvin Al Ishar, & Anggara Wiyono Wit Saputra. (2024). Study Planning of Check Dam Using Waste Tires at Sumbersari UB Forest Area. Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan, 9(2), 125–136. https://doi.org/10.30736/cvl.v9i2.1224

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Section

Jurnal CIVILA