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ANALISIS KERUSAKAN KONDISI JALAN PANUJAK TANAH AWU KABUPATEN LOMBOK TENGAH PROVINSI NUSA TENGARA BARAT MEGGUNAKAN METO BINA MARGA SOLEMAN LERE WARAT; BAGUS WIDHI DHARMA S.; I GUSTI NGURAH OCTOVA S.
SOSIAL SAINS DAN TEKNOLOGI Vol 2, No 1 (2022): Mei 2022
Publisher : LPPM PSDKU Kampus Mataram UNMAS Denpasar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35327/sosintek.v2i1.300

Abstract

This study aims to determine what types of damage are dominant in urban roads in the Praya area and to determine the value of the damage conditions on each of the roads studied and to determine the priority order of road handling and repair. The results of the study were from 1 urban road in Central Lombok Regency which had a total volume of damage of 106 m2. The road segment that has the largest volume of damage is the Panujak Tanah Awu road with cracks of 61 and the groove of 25 with a condition value of 6 and has the smallest priority order of 7, while the road segment with the smallest condition value is 2 Panujak Tanah Awu roads with a priority order of 10
ANALISIS SALURAN SEKUNDER TERHADAP KEBUTUHAN PETANI DI BENDUNG JANGKOK KECAMATAN NARMADA KABUPATEN LOMBOK BARAT DOMINGGUS JAPA AMBU; BAGUS WIDHI DHARMA S.; I GUSTI NGURAH OCTOVA S.
SOSIAL SAINS DAN TEKNOLOGI Vol 1, No 2 (2021): November 2021
Publisher : LPPM PSDKU Kampus Mataram UNMAS Denpasar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35327/sosintek.v1i2.254

Abstract

The purpose of the study was to determine the available discharge to irrigate the rice fields and to calculate the dimensions of the irrigation channels needed. The research method used is the Irrigation Planning Criteria issued by the Ministry of Public Works of the Republic of Indonesia as the basis for placing the dimensions of irrigation canals. The first step in writing this thesis is the Hydrological Analysis of Rainfall.The results of the analysis with the 4 initial alternatives to the planned cropping pattern obtained that the net water requirement in the fields (NFR) was 0.877 lt/sec/ha and the irrigation water requirement (DR) was 1.581 lt/sec/ha which occurred in mid-April, and obtained the dimensions of the canal. primary and secondary trapezoidal shapes in the Montang Irrigation Area, respectively, are for the width of the channel bottom (b) 2.0 m, the water depth in the channel (h) 1.5 m with a guard height of 0.5 m