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Journal : Teras Jurnal

STUDI PEMETAAN DAERAH GENANGAN BANJIR DAS SEI KAMBING DENGAN SISTEM INFORMASI GEOGRAFIS Zevri, Asril
Teras Jurnal : Jurnal Teknik Sipil Vol. 9 No. 2 (2019): Volume 9, Nomor 2, September 2019
Publisher : UNIVERSITAS MALIKUSSALEH

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (987.62 KB) | DOI: 10.29103/tj.v9i2.233

Abstract

Sei Sikambing River Basin is one of the Sub Das of Deli River which has an important role in water requirement in Medan City. Rainfall with high intensity is supported by changes in land use causing floods which reach 0.6 m to 1 m from river banks. The purpose of this study was to map the Sei Kambing River basin flood inundation area as information to the public in disaster mitigation efforts. The scope of this research is to analyze the maximum daily rainfall with a return period of 2 to 100 years, analyze flood discharge with a return period of 2 to 100, analyze flood water levels with HECRAS software, and spatially map flood inundation areas with GIS. The results showed that the return flood rate of the Sikambing watershed with a 25-year return period of 211.94 m3/s caused the flood level of the Sikambing watershed to be between 1.7 m to 3.7 m. The Sikambing watershed flood inundation area reached an area of 1.19 Km2 which resulted in the impact of flooding on 5 sub-districts in Medan, namely Medan Selayang District, Medan Sunggal, Medan Petisah, Medan Helvetia, and West Medan.
STUDI KESEIMBANGAN AIR (WATER BALANCED) DAERAH ALIRAN SUNGAI ASAHAN Zevri, Asril; Isma, Faiz
Teras Jurnal : Jurnal Teknik Sipil Vol. 11 No. 1 (2021): Maret 2021
Publisher : UNIVERSITAS MALIKUSSALEH

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29103/tj.v11i1.308

Abstract

Abstrak Pemanasan Global (Global Warming) telah menyebabkan perubahan iklim yang sangat ekstrem didukung dengan adanya perubahan tataguna lahan di dalam cakupan daerah aliran sungai mengakibatkan dampak yang cukup buruk terhadap kondisi keseimbangan air (Water Balanced). Daerah Aliran Sungai Asahan merupakan salah satu DAS yang memiliki peran yang penting sebagai sumber air dalam memenuhi kebutuhan air di Kabupaten Asahan. Kondisi lahan yang berubah menjadi kritis akibat adanya eksploitasi dan perubahan tataguna lahan mengakibatkan ketersediaan air berkurang dalam memenuhi kebutuhan air. Tujuan penelitian yaitu menganalisis keseimbangan air (Water Balanced) antara jumlah ketersediaan air dengan kebutuhan air di sekitar cakupan Daerah Aliran Sungai Asahan. Lingkup kegiatan penelitian yaitu menganalisis ketersediaan air atau debit andalan dengan probabilitas 90% dengan metode FJ Mock, menganalisis kebutuhan air irigasi, domestik, non domestik, dan menganalisis keseimbangan air (Water Balanced) di tiap lokasi titik pengambilan dengan prinsip pengurangan antara jumlah ketersediaan air dengan kebutuhan air di sepanjang cakupan DAS Asahan dari hulu sampai dengan hilir. Hasil penelitian menunjukan bahwasanya ketersediaan air DAS Asahan paling minimum dengan probabilitas 90% yaitu 34.96 m3/det dapat memenuhi total kebutuhan air DAS Asahan baik itu irigasi, domestik, dan non domestik yaitu 13.00 m3/det. Kata kunci: Keseimbangan air, ketersediaan air, kebutuhan air, DAS Asahan Abstract Global Warming has caused extreme climate change supported by changes in land use within the watershed area resulting in quite bad impact on water balanced conditions. Asahan Watershed is one of the catchment areas which has an important role as the source to supply water requirement in the Asahan District. Land used changes become critical due to exploitation and changes in land use have reduced water availability to fill water requirement. The objective of this research to analysis water balanced between the total water availability and water requirement in the Asahan Watershed. The scopes of this research are analysis water availability or dependable flow using FJ Mock, analysis irrigation water requirement, domestic, nondomestic, and water balanced in each node with the reduction principle between total of water availability and water requirement in the Asahan Watershed from upstream to downstream. Result of this research showed that the lowest water availability Asahan Watershed with probability 90% is 56.43 m3/sec can fill the total of water irrigation, domestic, and non-domestic is 14.80 m3/sec. Keywords: Water balanced, water availability, water requirement, Asahan watershed