Pemetaan Kekritisan Zonasi Resapan Air di Kota Semarang

Muhammad Fakhriudin Falam Amin; Krisna Indra Dharmawan; Wawan Budianta; Heru Hendrayana

doi:10.14710/jwl.11.3.264-278

DOI: https://doi.org/10.14710/jwl.11.3.264-278

Pemetaan Kekritisan Zonasi Resapan Air di Kota Semarang

Muhammad Fakhriudin Falam Amin - Departemen Teknik Geologi, Fakultas Teknik, Universitas Gadjah Mada, Indonesia

Krisna Indra Dharmawan - Departemen Teknik Geologi, Fakultas Teknik, Universitas Gadjah Mada, Indonesia

*Wawan Budianta - Departemen Teknik Geologi Universitas Gadjah Mada, Indonesia

Heru Hendrayana - Departemen Teknik Geologi, Fakultas Teknik, Universitas Gadjah Mada, Indonesia

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Abstract

Salah satu akibat pembangunan infrastruktur dan penambahan pemukiman adalah perubahan fungsi lahan di Kota Semarang. Terjadinya perubahan fungsi lahan akan berakibat pada proses peresapan air ke dalam tanah yang berdampak salah satunya adalah banjir. Tujuan penelitian ini adalah mengevaluasi tingkat kekritisan resapan air di Kota Semarang. Metode penelitian diawali dengan menentukan paramater yang mempengaruhi resapan air di daeah penelitian. Parameter yang digunakan dalam penelitian ini meliputi jenis tanah, tata guna lahan, kemiringan lereng, dan litologi, dankemudian dilakukan pembuatan peta-peta tiap parameter. Setelah itu, dilanjutkan dengan pembobotan tiap parameter dengan menggunakan metode Analytical Hierarchy Process (AHP). Selanjutnya, dari hasil pembobotan dilakukan pembagian zonasi tingkat kekritisan resapan air di daerah penelitian. Hasil penelitian menunjukkan bahwa zonasi daerah resapan air yang berada di Kota Semarang termasuk dalam zona sangat kritis, kritis, agak kritis, mulai kritis, normal alami, dan baik. Hasil penelitian ini diharapkan dapat dijadikan referensi dalam pembuatan kebijakan dalam rangka konservari air tanah maupun mitigasi bencana banjir yang kerap kali terjadi di sebagian daerah penelitian.

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Keywords: kekritisan; pemetaan; resapan air; Semarang; zonasi

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Language : ID

In Vol 11, No 3 (2023): December 2023

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