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All Journal Jurnal Sains Teknologi dan Lingkungan (JSTL) GANEC SWARA Spektrum Sipil
Lilik Hanifah
Jurusan Teknik Sipil Fakultas Teknik Universitas Mataram
Agriculture, Biological Sciences & Forestry Civil Engineering, Building, Construction & Architecture Computer Science & IT Education Engineering Law, Crime, Criminology & Criminal Justice Public Health Social Sciences Transportation

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Karakteristik Infiltrasi dan Potensi Irigasi di Lahan Kering Kecamatan Bayan Kabupaten Lombok Utara I Dewa Gede Jaya Negara; Lilik Hanifah; Humairoh Saidah; Saiful Anwar
JURNAL SAINS TEKNOLOGI & LINGKUNGAN Vol. 7 No. 1 (2021): JURNAL SAINS TEKNOLOGI & LINGKUNGAN
Publisher : LPPM Universitas Mataram

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29303/jstl.v7i1.239

Abstract

Agricultural development with horticultural crops on dry land is one of the government's efforts to increase dry land productivity so that new paddy fields are created in the Bayan area. Noting that land infiltration capability and its classification are important factors needed in irrigation planning to support the development of horticultural agriculture, so it is necessary to conduct field research on this matter. This study aims to determine the characteristics and classification of land infiltration and determine the trend of irrigation that can be applied. Field infiltration tests were carried out in Anyar and Sukadana villages with 4 test points each. The infiltration rate test in the field was carried out using a double ring infiltrometer and a soil test at the Geotechnical Laboratory, Faculty of Engineering, Unram. Analysis of the data used Horton's formula as a comparison and the results of the analysis were presented in the form of tables and graphs, conclusions were made descriptively. The results showed that the average infiltration rate in Anyar Village was at point 1 = 26.90 cm/hour, point 2 = 14.94 cm/hour, point 3 = 27.33 cm/hour, and point 4 = 8.21 cm/hour with soil including sandy clay. Infiltration rate classification of points 1 and 3 is very fast, point 2 is fast and location 4 is rather fast. For Sukadana Village the infiltration rate was obtained at point 1 = 43.52 cm/hour, point 2 = 36.67 cm/hour, point 3 = 12.86 cm/hour, and point 4 = 10.97 cm/hour, with the condition sandy clay soil. Sukadana's infiltration rate classification points 1 and 2 are very fast and points 3 and 4 are rather fast. Based on the results of the infiltration test, for very fast and fast infiltration, it is potential to apply jet irrigation such as sprinklers or perforations and for rather fast infiltration, drip irrigation can be applied with limited drip system
ANALISIS BESAR KOEFISIEN GESEKAN DAN ANGKA REYNOLDS TERHADAP VARIASI KEMIRINGAN PIPA TRANSMISI JARINGAN IRIGASI TETES PVC DRIPLINE I D G JAYA NEGARA; HUMAIRO SAIDAH; FITRAH RIZAL DWIASMORO; ANID SUPRIYADI; LILIK HANIFAH
GANEC SWARA Vol 15, No 2 (2021): September 2021
Publisher : Universitas Mahasaraswati K. Mataram

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35327/gara.v15i2.218

Abstract

Farming with drip irrigation systems on sloping dry land is very rarely found at the field level, so that many dry lands are rarely used by the community. To be able to support the application of drip irrigation on sloping land, it is necessary to test the effect of slope variations on the flow characteristics of the drip irrigation system. This study aims to determine the effect of variations in the slope of the transmission pipe, which describes the slope of the land, on the Reynolds number (Re) and the pipe friction coefficient (f) generated in the drip irrigation network. The test drip irrigation network was made of 4 PVC pipes with a distance of 80 cm between the pipes, the drip hole distance of 60 cm and a diameter of 0.5 mm. The test variations are the slope of the transmission pipe 10 °, 20 °, 30 °, 40 ° and the water depth above the outlet tower h1 = 20cm, h2 = 30cm and h3 = 40cm with various head heights. Research using a water source from a tower with a capacity of ± 200 liters with a height of 3.3 m, a transmission line of PVC pipe Ø1 / 2 inches long 3.35 m.The results showed that the Re value will be greater from drip pipe 1 to drip pipe 4. The range of Re values from 1 to pipe 4 is 195 to 992 which is classified as laminar. The amount of friction coefficient f obtained decreases from drip pipe 1 to drip pipe 4, with a value of 0.327 to 0.064.
Variasi Penempatan Bronjong Di Hilir Kolam Olak Terhadap Pola Gerusan Dasar: Variations in the Placement of Gabions in the Downstream of the Pool Against Basic Scouring Pattern I Dewa Gede Jaya Negara; Salehudin Salehudin; Lilik Hanifah; I Wayan Yasa; Ni Putu Ira Sintia Kurnianti
JURNAL SAINS TEKNOLOGI & LINGKUNGAN Vol. 8 No. 1 (2022): JURNAL SAINS TEKNOLOGI & LINGKUNGAN
Publisher : LPPM Universitas Mataram

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29303/jstl.v8i1.300

Abstract

The existence of a weir is often disrupted by the occurrence of scouring downstream, which results in an insecure weir position. This study aims to determine the effect of installation of gabion variations downstream of stilling ponds on the depth and length of scour at the bottom of the channel. The test was carried out at the Hydrology and Coastal Laboratory of FT Unram in a straight channel with dimensions of 7.5 m x 0.55 m x 0.5 m, with an Ogee type spillway and a USBR Type III stilling pond. The dimensions of the test gabions are 0.55 m x 0.18 m x 0.09 m with a gravel diameter of 1 (P1 ) 0.035 m, (P2 ) 0.0175 m and (P3 )0.00875 m, and the variation of discharge 1(Q1) 0.0019 m3/s, discharge 2(Q2) 0.0036 m3/s, discharge 3 (Q3) 0.0047 m3/s and discharge 4 (Q4) 0.0065 m3/s. The results showed that in conditions without gabions, scour was prone to occur near the end of the stilling pond to the center of the channel bottom and towards the right side of the channel, with a scour depth of 0.002m – 0.023m and a length of 0.075m – 0.45m. For conditions with gabions, the scour length ranges from 0.15m – 0.275m with a depth of 0.0016m – 0.026 m, the scour occurs more evenly to the left and right of the channel.  
PENENTUAN KOEFISIEN RESESI UNTUK PERAMALAN DEBIT SETENGAH BULANAN SUNGAI JANGKOK: The Determination of Recession Coefficient for a Half Monthly Jangkok River Flow Forecasting Humairo Saidah; Muh Bagus Budianto; Lilik Hanifah; Heri Sulistyono; Agustono Setiawan
Spektrum Sipil Vol 5 No 1 (2018): SPEKTRUM SIPIL
Publisher : Jurusan Teknik Sipil Fakultas Teknik Universitas Mataram

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Abstract

Perkiraan debit sungai pada dua minggu atau sepuluh hari yang akan datang adalah hal krusial yang harus diketahui sebelum Panitia Irigasi melakukan pembagian air. Teknik perkiraan yang tepat akan mendukung Rencana Alokasi Air Global (RAAG) yang andal, efisien dan memenuhi rasa keadilan bagi masyarakat. Metode resesi dipilih untuk diaplikasikan karena debit yang akan datang ditentukan dengan cara mengenali karakteristik aliran saat aliran rendah yang dianggap lebih sesuai dan masuk akal, khususnya dalam memprediksikan debit pada saat aliran rendah. Hasil studi menyimpulkan bahwa penentuan nilai faktor resesi (faktor k) menjadi penentu keberhasilan kinerja metode ini. Faktor k akan memberi kinerja lebih baik jika diperoleh dari data debit saat musim kemarau saja, yaitu sekitar awal Juni hingga akhir September. Faktor k yang diperoleh untuk Sungai Jangkok adalah sebesar 0.0459, sehingga persamaan untuk peramalan debit pada Sungai Jangkok adalah Qt = Q0 e-0.0459 t. Kinerja nilai faktor k ini dalam memprediksi debit 10 harian (dasarian) mendatang adalah cukup baik dengan mean errors -0.46 m3/det, RMSE 0.26 m3/det dan koefisien korelasi sebesar 0.67.
Co-Authors Agustono Setiawan ANID SUPRIYADI FITRAH RIZAL DWIASMORO HERI SULISTYONO Humairo Saidah I D G JAYA NEGARA I Dewa Gede Jaya Negara I Wayan Yasa Muh Bagus Budianto Ni Putu Ira Sintia Kurnianti Saiful Anwar Salehudin Salehudin