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All Journal Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan Jurnal Teknika
Anggara Wiyono Wit Saputra
Universitas Brawijaya
Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Decision Sciences, Operations Research & Management Electrical & Electronics Engineering

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Study Planning of Check Dam Using Waste Tires at Sumbersari UB Forest Area Runi Asmaranto; Melvin Al Ishar; Anggara Wiyono Wit Saputra
Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan Vol 9 No 2 (2024): SEPTEMBER
Publisher : Program Studi Teknik Sipil, Fakultas Teknik, Universitas Islam Lamongan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30736/cvl.v9i2.1224

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.
Studi Perencanaan Gully Plug Penahan Sedimen di Agrotechnopark Sumber Brantas Kota Batu Runi Asmaranto; Sulistyo Wati; Anggara Wiyono Wit Saputra
Jurnal Teknika Vol 16 No 1 (2024): MARET
Publisher : Universitas Islam Lamongan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30736/jt.v16i1.1233

Abstract

Erosi merupakan masalah lingkungan yang disebabkan adanya faktor alih fungsi lahan, kemiringan lereng, karakteristik tanah serta aktivitas manusia yang juga menyebabkan merosotnya produktivitas tanah. Beberapa peristiwa erosi terjadi di Kota Batu terutama di kawasan Sumber Brantas yang mengakibatkan kerugian. Dengan melihat hal itu, diperlukan solusi terbaru untuk mengurangi sedimen dengan mempertimbangkan aspek sustainable and recycle yaitu dengan perencanaan bangunan penahan sedimen gully plug dengan menggunakan bahan utama struktur dari ban yang diisi oleh mortar beton sebagai pemberat. Dari hasil perencanaan gully plug didapatkan hasil tinggi total sebesar 5,6 m, serta lebar dasar gully plug sebesar 6,5 m, dengan jumlah ban yang dibutuhkan sebanyak 690 ban. Dimensi gully plug disesuaikan dengan debit banjir rancangan, laju erosi, dan jenis material sedimen di lokasi studi. Dari perencanaan gully plug ini diharapkan dapat mengurangi sedimen di hilir serta dapat mengurangi tingkat kemiringan lereng di lokasi studi.
Co-Authors Melvin Al Ishar Runi Asmaranto Runi Asmaranto Sulistyo Wati