Article Per Year (5 Year)
p-Index From 2020 - 2025
3.533
P-Index
This Author published in this journals
All Journal Jurnal Ilmiah Teknik Sipil Jurnal Spektran Jurnal Pembangunan Wilayah dan Kota Jurnal Presipitasi : Media Komunikasi dan Pengembangan Teknik Lingkungan MEDIA KOMUNIKASI TEKNIK SIPIL Jurnal Ketahanan Nasional Jurnal Teknik Pengairan: Journal of Water Resources Engineering agriTECH Jurnal Rekayasa Sipil dan Lingkungan Jurnal Aplikasi Teknik Sipil International Journal of Engineering and Emerging Technology
Mawiti Infantri Yekti
Universitas Negeri Yogyakarta
Agriculture, Biological Sciences & Forestry Civil Engineering, Building, Construction & Architecture Computer Science & IT Decision Sciences, Operations Research & Management Earth & Planetary Sciences Electrical & Electronics Engineering Engineering Environmental Science Mechanical Engineering Transportation

Published : 25 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 2 Documents
Search
Journal : Jurnal Ilmiah Teknik Sipil

 1 
PERENCANAAN JARINGAN IRIGASI AIR TANAH DESA PENYARINGAN KECAMATAN MENDOYO KABUPATEN JEMBRANA I Made Bayu Purnama; I Nyoman Norken; Mawiti Infantri Yekti
Jurnal Ilmiah Teknik Sipil Jurnal Ilmiah Teknik Sipil, Vol. 22, No. 1, Januari 2018
Publisher : Department of Civil Engineering, Udayana University

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (934.345 KB) | DOI: 10.24843/JITS.2018.v22.i01.p06

Abstract

Jaringan irigasi air tanah adalah usaha pengambilan air dari bawah permukaan tanah (mengangkat/memindahkan air dari tempat yang lebih rendah ke tempat yg lebih tinggi) dengan bantuan pompa air, sehingga dapat mendistribusikan air untuk keperluan irigasi. Tujuan irigasi secara langsung adalah membasahi tanah agar dicapai suatu kondisi tanah yang baik untuk pertumbuhan tanaman. Perencanaan jaringan air tanah ini dimulai dengan merencanakan luasan daerah yang diairi berdasarkan pola tata tanam, menganalisis curah hujan efektif, menghitung debit aliran setiap blok lahan yang dialiri, menghitung dimensi reservoir agar ukuranya dapat menampung air dengan efisien, dan yang terakhir adalah menghitung dimensi setiap pipa yang mengalir dari sumur ke reservoir, dan dari reservoir ke setiap blok lahan yang telah direncanakan. Hasil perencanaan yang diperoleh adalah sebuah lahan perkebunan palawija dengan luas 26,15 ha yang dibagi menjadi 37 blok dan 37 titik outlet. Debit yang yang diperlukan oleh seluruh lahan palawija adalah sebesar 106,18 m3, dimensi reservoir dengan panjang 10 meter x lebar 10 meter x tinggi 1 meter. Dalam pendistribusian dari sumur air tanah ke reservoir menggunakan pipa PVC 3 inci dengan panjang pipa 323,38 meter, sedangkan pendistribusian air dari reservoir menuju lahan dengan panjang pipa keseluruhan adalah 2201,63 meter menggunakan ukuran pipa yang bervariasi sesuai kebutuhan dan efisiensi dari pemipaan. Kata kunci: jaringan irigasi, air tanah, palawija
ANALISIS KAPASITAS SALURAN DRAINASE DAN PENANGANAN BANJIR DI JALAN BUMI AYU DESA SANUR KECAMATAN DENPASAR SELATAN I Made sutrisna Ari Kesuma; Mawiti Infantri Yekti; Ida Bagus Purbawijaya
Jurnal Ilmiah Teknik Sipil Jurnal Ilmiah Teknik Sipil, Vol. 24, No. 2, Juli 2020
Publisher : Department of Civil Engineering, Udayana University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24843/JITS.2020.v24.i02.p07

Abstract

Flooding is a condition where excess capacity of water cannot be accommodated. It makes the water overflow to the right and left sides of the embankment of the drainage channel that causes adverse inundation. Flood phenomenon is absolutely inseparable from0the contribution0of the physical0condition0of an area from the0topography of an area where the land is gentler than0the0surrounding land. These problems occur in the drainage channel located on Jalan Bumi Ayu Denpasar. This study was aimed to deal with flooding by evaluating the capacity of the existing channel and increasing the channel on Jalan Bumi Ayu Denpasar. The analysis of drainage channel capacity in calculating rainwater discharge by observing flow patterns and channel dimension planning based on surveys that have been conducted. The annual maximum daily rainfall data was obtained from the Regional Office of the Meteorology and Geophysics Agency in Region III Denpasar. The rainfall stations reviewed were Sanglah Station and Sumerta Station. It starts with analyzing the annual maximum daily rainfall data so that the Intensity Duration Frequency (IDF) curve was obtained. Calculation of time concentration is calculated using the Kirpich formula, then the theoretical plan flood discharge was carried out by the Rational Method, namely Qt = 0.278.C.I.A and channel capacity was calculated by the formula Qsal = A.V. If the calculation results show Qsal> Qt, then the area is safe from inundation / flood problems. From the results of the analysis, the tertiary drainage could not accommodate theoretical discharge for the return period of 2 and 5 years, on the secondary channel it was unable to0accommodate0theoretical discharge0for the return0period of 5 and 10 years. So it is necessary to increase0the channel capacity0dimensions from SBA 1 to SP 4 (B: 0,75 - 1; H: 0,9 - 1,7) m.
Co-Authors A. A. Diah Parami Dewi Adnyana, Made Mahat Budhi Anissa Maria Hidayati Annilda, Fitria Aryasavira, Made Dwita Berlian Ayub Benny Kristianto Cahyani, Kadek Desylia Corry Fanny Bethania Gede Fajar Eka Aditya Sujana Gede Pebriarta Pratama, Ida Bagus Haditama, I Gusti Ngurah Hesa Respati I Kadek Dika Arimbawa I Made Bayu Purnama I Made Kariyana I Made sutrisna Ari Kesuma I Nyoman Dharma Krisnahadi I Nyoman Norken I Nyoman Suparyana I Putu Gustave Suryantara Pariartha I PUTU GUSTAVE SURYANTARA PARIARTHA I Wayan Redana Ida Bagus Gede Indrayana Ida Bagus Ngurah Purbawijaya Kadek Budhi Warsana Kadek Diana Harmayani Kadek Diana Harmayani Kedaton, Kadek Hindhu Putra Kembarajaya, I Ketut Made Dwita Berlian Aryasavira Made Putri Irmayani Mecris Mides Yumame Putera, I Gusti Agung Adnyana Putu Doddy Heka Ardana Putu Gita Widiarsini Sagung Putri Chandra Astiti Selvi Marcellia Silvia G Tonyes Siti Nur Indah Sari Siti Nurul Khotimah Sudiartama, I Gede Agus Tjokorda Gde Raka Wijakesuma Tri Hayatining Pamungkas Warsana, Kadek Budhi Yujana, Cokorda Agung