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LITERASI DIGITAL SEBAGAI LANGKAH AWAL SISWA DALAM MEMBERANTAS HOAX DAN UJARAN KEBENCIAN Permana, Sulwan; Ramadhan, M. Zilhan Salman; Fatah, Muhamad Abdu; Anwar, Saepul; Rohmah, Siti; Ibrahim, Galih; Farhani, Siti Aulia; Sastradipraja, R Muhammad Arya Fajar; Rizky, Muhammad Naufal; Arif, Zaenal; Nurlatifah, Sarah; Rohman, Asep Abdul; Al-Husein, Fajar; Ramdhani, Tio; Muharam, Muhammad Faisal; Jamami, Yadziz Siddik Al; Kristiawan, Diky; Muhammad, Faiz Mahatir; Ananta, Asti; Putri, Icha Aulia; Saumi, Ira Nurachma; Imamudin, Imamudin
Jurnal PkM MIFTEK Vol 5 No 2 (2024): Jurnal PkM MIFTEK
Publisher : Institut Teknologi Garut

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33364/miftek/v.5-2.1918

Abstract

Digital literacy is a competency that includes the ability to understand, use and assess information available through various digital platforms. These skills include not only the technical use of technology, but also the ability to assess the credibility of information and apply ethics in a digital environment. In the ever-growing information era, digital literacy is becoming increasingly important for active participation in digital society, both in the context of education, work and everyday life. The main challenges in increasing digital literacy include gaps in access to technology, lack of adequate education, and the risk of spreading misinformation. Students who are still vulnerable to hoaxes and hate speech need to be given understanding through digital literacy. The aim of this digital literacy activity is to provide students with an understanding of hoaxes and hate speech. Therefore, digital literacy must be seen as an essential competency that is not only technical, but also includes social aspects that are crucial in facing the dynamics of today's digital world.
Calibration of the Water Balance Model for the Upper Cimanuk Catchment Area for Raw Water Supply Permana, Sulwan; Susetyaningsih, Adi
Journal of Geoscience, Engineering, Environment, and Technology Vol. 9 No. 04 (2024): JGEET Vol 09 No 04 : December (2024)
Publisher : UIR PRESS

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25299/jgeet.2024.9.04.18059

Abstract

The main task of PDAM Tirta Intan Garut Regency is to manage raw water into clean water for customers. The management of raw water supply in Bayongbong District for the community still relies on springs with a gravity system, deep well pumps and rivers. The flow of the Cimanuk River in Bayongbong District can be used to provide raw water. Four rainfall stations are used. Average rainfall is calculated using the Thiessen method. The raw water collection point does not have a automatic water level recorder (AWLR), so it is necessary to create a model to obtain the discharge at the collection point. The model used is the water balance model from F.J. Mock. Calibration of model parameters was carried out on observed discharge at Cimanuk-Bayongbong AWLR and Cimanuk-Bojongloa AWLR. To test the reliability of the model, NSE and RMSE values ​​were used. The NSE and RMSE values ​​in the Cimanuk-Bayongbong catchment area are 0.515 and 3.615 and Cimanuk-Bojongloa are 0.593 and 4.813. The results of the model parameter calibration are used to calculate the discharge at the collection point. The calibration result ​​at the collection site are exposed surface 50%, infiltration coefficient 0.5: recession coefficient 0.35: catchment area characteristic factor 10%; and soil moisture capacity 200 mm. The dependable flow is calculated based on Q90% probability, water availability in July, August, September and October is 0.078 m3/s; 0.025 m3/s; 0.035 m3/s; and 0.025 m3/s. Water availability in that month is smaller than the discharge requirement for the next five and ten years, namely ranging from 0.134 m3/s to 0.168 m3/s and 0.145 m3/s to 0,182 m3/s.
Pemberdayaan Masyarakat Dalam Bidang Linkungan, Ekonomi dan Kelembagaan Permana, Sulwan; Hadi, Muhamad Rizal Nurul; Suparman, Tegar Radiansyah; Sulastri, Dewi; Khaerunisa, Nisrina; Maulina, Wina Senja; Purnama, Alpin; Maulana, Mochamad Dilla; Giandhani, Mochammad Rizky; Nurahman, Zamzam; Munawar, Arby Muhyi; Firdausa, Muhamad Arga; Firzatullah, Belva Prana; Mubarok, Abil Miftahul; Maelani, Rega; Sukma, Ersa Hermalia; Aminah, Siti Nur; Fardiansyah, Bagas; Hilmayanti, Hilmayanti; Zaman, Muhammad Badru
Jurnal PkM MIFTEK Vol 4 No 1 (2023): Jurnal PkM MIFTEK
Publisher : Institut Teknologi Garut

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33364/miftek/v.4-1.1320

Abstract

At this time there are many problems faced by the community, especially in facing challenges in life in the future. Recent issues that are often faced regarding digitalization, environment, economy and institutions. The purpose of this KKN-Thematic is to empower the community in Wanamekar Village, Wanaraja District, especially hamlet 2 and hamlet 3 according to the field of cultivation. Digitalization is currently being driven by the government so that people are literate about the benefits and understand technology now, as was done by the Garut Institute of Technology KKN-Thematic participants in Wanamekar Village, Wanaraja District. The main problems in digital literacy start from people often misusing technology, difficult business development, ethics in social media. Apart from that, the issue of recognizing the environment by making biopore wells, socialization on making eco enzyme about processing organic waste into soap, applying visual displays about prohibitions and warnings, giving directions about online business for MSME business actors in Wanamekar Village, especially in hamlet 2 and hamlet 3. And National Computer-Based Assessment of elementary school students.
Analisis Karakteristik Curah Hujan Terhadap Banjir di Kabupaten Garut Permana, Sulwan; Susetyaningsih, Adi
Teras Jurnal : Jurnal Teknik Sipil Vol. 15 No. 1 (2025): Volume 15 Nomor 1, Maret 2025
Publisher : UNIVERSITAS MALIKUSSALEH

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29103/tj.v15i1.1232

Abstract

Abstrak Areal pertanian di Kabupaten Garut masih banyak dijumpai, karena merupakan mata pencaharian masyarakat sebagai petani. Curah hujan berperan penting dalam kelangsungan bidang pertanian khususnya persawahan.  Tujuan penelitian ini adalah untuk menentukan karakteristik curah hujan di berbagai ketinggian di wilayah Kabupaten Garut. Data hujan diambil 10 tahun, dari tahun 2014 sampai 2023. Pos curah hujan yang dipilih adalah  Pameungpeuk, Miramare dengan rata-rata 9,97 mm; pos Singajaya dan Bungbulang dengan rata-rata 12,43 mm; dan pos Pakenjeng, Pangauban, dan Pamegatan dengan rata-rata 8,22 mm.   Curah hujan wilayah dihitung dengan cara rata-rata aljabar.  Berdasarkan uji kecocokan dengan Chi-Kuadrat dan Kolmogorov-Smirnov, distribusi Normal dan Gumbel yang diterima. Lengkung Intensitas Durasi Frekuensi (IDF) dihitung dengan metode Mononobe. Lengkung IDF digunakan untuk sebaran curah hujan jam-jaman dengan Alternating Block Method (ABM). Curah hujan efektif musim tanam I berkisar antara 2,63 mm/hari sampai 10,69 mm/hari, musim tanam II berkisar 0,4 mm/hari sampai 6,84 mm/hari. Kata kunci: ABM, distribusi frekuensi, IDF, probabilitas.  Abstract Agricultural areas in Garut Regency are still widely found, because it is the livelihood of the community as farmers. Rainfall plays an important role in the sustainability of the agricultural sector, especially rice fields. The purpose of this study was to determine the characteristics of rainfall at various altitudes in the Garut Regency area. Rainfall data was taken for 10 years, from 2014 to 2023. The selected rainfall stations were Pameungpeuk, Miramare with an average of 9.97 mm; Singajaya and Bungbulang stations with an average of 12.43 mm; and Pakenjeng, Pangauban, and Pamegatan stations with an average of 8.22 mm. Regional rainfall was calculated using the algebraic average method. Based on the goodness of fittest test with Chi-Square and Kolmogorov-Smirnov, the Normal and Gumbel distributions were accepted. The Intensity Duration Frequency (IDF) curve was calculated using the Mononobe method. The IDF curve is used for the distribution of hourly rainfall with the Alternating Block Method (ABM). Effective rainfall in planting season I ranges from 2.63 mm/day to 10.69 mm/day, in planting season II ranges from 0.4 mm/day to 6.84 mm/day. Keywords: ABM, frequency distribution, IDF, probability
Analisis Stabilitas Dan Tegangan Bendungan RCC (Rolled-Compacted Concrete) Pada Pembangunan Bendungan Cibeet Walujodjati, Eko; Aprilianti, Mega; Permana, Sulwan
JURNAL TEKNIK SIPIL Vol 14, No 1 (2025): Volume 14 Nomor 1 Mei 2025
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jts.v14i1.40341

Abstract

Bendungan merupakan struktur penting yang berfungsi untuk menyimpan air dan mengatur alirannya sesuai dengan kebutuhan. Mengingat salah satu tujuan dibangunnya Bendungan Cibeet ini adalah untuk dapat mereduksi banjir yang terjadi di hilir sungai Citarum sebesar 66% pada Q25 yaitu 300,33 m3/det, analisis menyeluruh terhadap stabilitas dan tegangan pada tubuh bendungan menjadi langkah krusial dalam proses konstruksi. Penelitian ini bertujuan untuk menganalisis stabilitas dan distribusi tegangan pada bendungan tipe RCC (Rolled-Compacted Concrete) di sisi kanan Bendungan Cibeet pada tujuh kondisi pembebanan. Perhitungan manual dilakukan menggunakan metode keseimbangan gaya-gaya untuk menilai faktor keamanan terhadap guling, geser, dan daya dukung tanah pada bendungan. Sementara itu, nilai dan distribusi tegangan dianalisis menggunakan perangkat lunak berbasis Metode Elemen Hingga (Finite Element Method, FEM) yaitu Abaqus Learning Edition 2023. FEM merupakan langkah numerik yang dipakai dalam menyelesaikan berbagai permasalahan di bidang teknik. Hasil analisis menunjukan bahwa nilai FKguling paling kecil terjadi pada Kondisi VI sebesar 4,198 yang masih lebih besar dari 1,15. FKgeser paling kecil terjadi pada Kondisi I yaitu kondisi selesai konstruksi dengan nilai FKgeser 6,63 yang masih lebih besar dari 1,7. Tinjauan daya dukung tanah menunjukan tegangan paling besar diperoleh sebesar 0,707 terjadi pada Kondisi VII dengan batas maksimal tegangan sebesar 2,57 MPa, sedangkan tegangan minimum terjadi pada Kondisi II yaitu kondisi muka air waduk normal sebesar 0,206 MPa dengan batas minimum tegangan 0. Tegangan maksimum hasil analisis diperoleh sebesar 0,718 MPa yang terjadi pada pembebanan Kondisi VI dan masih dibawah dari batas maksimal tegangan yang diizinkan yaitu 2,67 MPa.
Evaluasi Sistem Drainase terhadap Genangan Air pada Ruas Jalan Malangbong-Wado di Kabupaten Garut Fitriyadi, Adi; Permana, Sulwan
Jurnal Teknik Sipil Vol 20 No 2 (2024): Jurnal Teknik Sipil
Publisher : Universitas Kristen Maranatha

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.28932/jts.v20i2.7367

Abstract

Heavy rainfall causes drainage channels to handle excess water. Puddles and flooding often occur on the 50-meter section of Malangbong-Wado Road, necessitating an evaluation to ensure the drainage system is functioning properly. This research employs a quantitative approach, processing rainfall through a frequency distribution and testing it using the Chi-Quadrat and Smirnov-Kolmogorov methods. The rational method calculated the rainfall intensity and determined the five-year return period for flood discharge. The analysis results indicate that the drainage channel is unable to accommodate the planned discharge, necessitating an evaluation to ensure that the channel Q (Qs) exceeds the planned Q (Qr) or Qs >Qr. The average channel Q value was 2.51 m3/second, and the plan Q was 1.50 m3/second, according to the results. Thus, the channel, with dimensions of 0.8 meters wide and 1.00 meters high, can accommodate the discharge plan. Simulation results using SWMM V5.1 software demonstrate that channels with these dimensions can accommodate discharge plans.
Model NRECA Untuk Prediksi Ketersediaan Air di Daerah Irigasi Citanduy Kota Tasikmalaya Permana, Sulwan; Susetyaningsih, Adi
Teras Jurnal : Jurnal Teknik Sipil Vol. 12 No. 1 (2022): Volume 12 Nomor 1, Maret 2022
Publisher : UNIVERSITAS MALIKUSSALEH

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29103/tj.v12i1.693

Abstract

Abstrak Sektor pertanian masih merupakan primadona masyarakat dan dijadikan sebagai pekerjaan dalam menunjang kehidupan, meskipun banyak kawasan pertanian yang beralih fungsi menjadi pemukiman terutama di perkotaan. Hampir setiap tahun, luas panen mengalami penurunan. Untuk mengantisipasi hal tersebut, pemerintah dan pemerintah daerah telah banyak membangun infrastruktur keairan, terutama bendung dan bendungan. Daerah irigasi Citanduy dengan luas layanan 427 hektar merupakan salah satu daerah irigasi di Kota Tasikmalaya, sehingga sangat rentan terhadap alih fungsi lahan persawahan menjadi pemukiman. Ketersediaan air sangat penting dalam pemenuhan areal pertanian. Penelitian ini dilakukan untuk mengetahui debit andalan di DAS Citanduy-Sirnagalih seluas 474,65 km2. Terdapat 2 pos curah hujan yaitu Cigede dan Tejakalapa selama sepuluh tahun dari tahun 2009 hingga 2018. Curah hujan rata-rata bulanan dihitung dengan metode Thiessen dengan proporsi luas pengaruh adalah 0,4 dan 0,6. Evapotranspirasi dihitung menggunakan metode Penman-Monteith, dan pemodelan debit menggunakan metode NRECA. Pos duga air Asta-Cikunir digunakan sebagai acuan dalam menentukan parameter kalibrasi yaitu PSUB, GFW, dan tampungan air tanah awal dengan nilai 0,8, 0,29: 100, serta nilai NSE 0,719. Debit andalan Q80 adalah 17,4 m3/s. Debit andalan adalah ketersediaan air di daerah irigasi Citanduy. Berdasarkan debit andalan ini, musim tanam I dan II masih dapat dilakukan secara bersamaan. Kata kunci: debit andalan, kalibrasi, NSE, sungai Citanduy   Abstract The agricultural sector is still the prima donna of the community and is used as a job to support life. However, many agricultural areas have been converted into settlements, especially in urban areas. Almost every year, the harvested area has decreased. To anticipate this, the government and local governments have built a lot of water infrastructure, especially weirs and dams. The Citanduy irrigation area with a service area of 427 hectares is one of the irrigation areas in the City of Tasikmalaya, so it is very vulnerable to the conversion of rice fields into settlements. The availability of water is crucial in fulfilling agricultural areas. This research was conducted to determine the mainstay discharge in the Citanduy-Sirnagalih watershed covering an area of 474.65 km2. There are two rainfall posts, namely Cigede and Tejakalapa, for ten years from 2009 to 2018. The average monthly rainfall is calculated by the Thiessen method, with the proportion of the area of influence being 0.4 and 0.6. Evapotranspiration was calculated using the Penman-Monteith method and discharge modeling using the NRECA method. The Asta-Cikunir water gauge post is used as a reference in determining calibration parameters, namely PSUB, GFW, and initial groundwater reservoirs with values of 0.8, 0.29: 100, and NSE values of 0.719. The Q80's dependable flow is 17.4 m3/s. The mainstay of debit is the availability of water in the Citanduy irrigation area. Based on this reliable discharge, planting seasons I and II can still be carried out simultaneously. Keywords: dependable flow, calibration, NSE, Citanduy river 
Analisis Pengambilan Air Tanah Di Kelurahan Sirnagalih Kota Tasikmalaya Permana, Sulwan; Susetyaningsih, Adi
Teras Jurnal : Jurnal Teknik Sipil Vol. 13 No. 1 (2023): Volume 13 No 1, Maret 2023
Publisher : UNIVERSITAS MALIKUSSALEH

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29103/tj.v13i1.860

Abstract

Abstrak Sampai saat ini kebutuhan air bersih bagi masyarakat Kota Tasikmalaya sebagian dilayani oleh Perusahaan Daerah Air Minum Tirta Sukapura. Masyarakat di Kelurahan Sirnagalih sebagian besar masih mengandalkan air tanah untuk memenuhi kebutuhan sehari-harinya. Sebagian kecil sudah terlayani oleh PDAM meskipun kualitas air masih perlu ditingkatkan. Tujuan dari penelitian ini untuk mengetahui banyaknya air tanah yang dimanfaatkan masyarakat di Kelurahan Sirnagalih untuk memenuhi kebutuhan sehari-hari seperti mandi, mencuci pakaian, dan mencuci peralatan dapur. Air tanah yang diambil dari sumur umumnya menggunakan pompa otomatis dan dialirkan melalui pipa berdiameter 0,02 m. Lokasi penelitian di Kelurahan Sirnagalih Kecamatan Indihiang Kota Tasikmalaya. Perhitungan aliran menggunakan persamaan energi dengan memperhitungkan kehilangan energi primer dan sekunder. Banyaknya air tanah yang digunakan rata-rata 130 liter/orang/hari. Kedalaman sumur rata-rata 6 m dan ketinggian reservoir rata-rata pada ketinggian 5 m. Debit yang dialirkan dari sumur ke reservoir sekitar 0,000627 m3/det sedangkan yang dialirkan dari reservoir ke bak mandi sekitar 0,00054 m3/det. Jumlah penduduk di Kelurahan Sirnagalih 8.301 jiwa, banyaknya air yang digunakan oleh masyarakat sekitar 1.079.130 liter per hari (1.079,13 m3/hari) setiap satu keran atau setara dengan menggunakan keran air sebanyak 23 buah. Penggunaan listrik hanya untuk penggunaan pompa air saja adalah 2,89 kW per hari. Kata kunci: Air tanah, kehilangan energi, pompa, reservoi   Abstract Until now, the need for clean water for the people of Tasikmalaya Municipality is partly served by the Regional Drinking Water Company (PDAM) Tirta Sukapura. Most of the people in Sirnagalih Urban Village still rely on groundwater to meet their daily needs. A small part has been served by PDAM although the water quality still needs to be improved. The purpose of this study was to determine the amount of groundwater used by the community in Sirnagalih Urban Village to meet their daily needs, such as bathing, washing clothes, and washing kitchen utensils. Groundwater taken from wells generally uses an automatic pump and flows through pipes with a diameter of 0.02 m. The research location is in Sirnagalih Urban Village, Indihiang Sub-district, Tasikmalaya Municipality. The flow calculation uses the energy equation by taking into account the primary and secondary energy losses. The amount of groundwater used is on average 130 liters/person/day. The average well depth is 6 m and the average reservoir height is 5 m. The discharge flowing from the well to the reservoir is about 0.000627 m3/s while that flowing from the reservoir to the bath is about 0.00054 m3/s. The population in Sirnagalih Urban Village is 8.301 people, and the amount of water used by the community is around 1079130 liters per day (1.079.13 m3/day) per one faucet or the equivalent of using 23 faucets. The use of electricity only for the use of water pumps is 2.89 kW per day. Keywords: Groundwater, head loss, pump, reservoir.
Kalibrasi Model NRECA dan Sacramento Diterapkan Pada Daerah Aliran Sungai Cimanuk-Bojongloa Terhadap Debit Permana, Sulwan; Yogaswara, Dendi
Teras Jurnal : Jurnal Teknik Sipil Vol. 14 No. 1 (2024): Volume 14 Nomor 1, Maret 2024
Publisher : UNIVERSITAS MALIKUSSALEH

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29103/tj.v14i1.1042

Abstract

Abstrak Data hidrologi dalam menentukan besaran debit adalah curah hujan dan klimatologi. Salah satu tempat di sungai Cimanuk yang memiliki pos duga air adalah Cimanuk-Bojongloa. Data debit selain dari hasil observasi, juga bisa menggunakan pemodelan. Model yang digunakan pada penelitian ini adalah model NRECA dan model Sacramento. Data curah hujan untuk kalibrasi dengan empat pos, yaitu Pamegatan, Pangauban, Kapakan, dan Bayongbong dari tahun 2017 sampai 2021. Curah hujan rata-rata dihitung dengan metode Thiessen. Kalibrasi model untuk memperoleh parameter kalibrasi terbaik sehingga debit pemodelan akan mendekati debit observasi. Pemodelan debit menggunakan data harian dari tahun 2012 sampai 2021. Hasil kalibrasi pada model NRECA, yaitu PSUB, GWF, dan Wo adalah masing-masing 0,9; 0,2; 600; dan nilai NSE adalah -1,557. Pada model Sacramento hasil kalibrasi adalah UZTW sebesar 25; UZFW sebesar 400; LZTW sebesar 600; LZFS sebesar 20; dan LZFP sebesar 40. Nilai NSE pada model Sacramento adalah 0,471. Kata kunci: kalibrasi, NRECA, NSE, Sacramento    Abstract Hydrological data in determining the amount of discharge is rainfall and climatology. One of the places on the Cimanuk river that has a water observation post is Cimanuk-Bojongloa. Discharge data apart from measurement results, can also use modeling. The models used in this research are the NRECA model and the Sacramento model. Rainfall data for calibration with four station namely Pamegatan, Pangauban, Kapakan, and Bayongbong from 2017 to 2021. Average rainfall is calculated using the Thiessen method. Calibrate the model to obtain the best calibration parameters so that the modeled discharge will be close to the observed discharge. Discharge modeling uses daily data from 2012 to 2021. The calibration results for the NRECA model, namely PSUB, GWF, and Wo are 0.9 each; 0.2; 600; and the NSE value is -1.557. In the Sacramento model the calibration results are UZTW 25; UZFW 400; LZTW 600; LZFS 20; and LZFP 40. The NSE value in the Sacramento model is 0.471. Keywords: calibration, NRECA, NSE, Sacramento
ANALISIS KEBUTUHAN AIR PADA DAERAH IRIGASI LAKBOK UTARA BENDUNG PATARUMAN KOTA BANJAR Syifa, Syifa Khoirunnisa; Permana, Sulwan
JMTS: Jurnal Mitra Teknik Sipil Volume 7, Nomor 1, Februari 2024
Publisher : Prodi Sarjana Teknik Sipil, FT, Universitas Tarumanagara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24912/jmts.v7i1.26033

Abstract

North Lakbok is an irrigation area which is the authority of the Citanduy River Region Center. The water source that flows into this irrigation is taken from Pataruman Dam, which covers 6,219.00 ha of irrigation land. Evaluation of the need and availability of water in the North Lakbok irrigation area is the research objective, aimed at implementing effective patterns in planting. With the aim of determining effective planting patterns. The mainstay discharge with a probability of 80%  from Pataruman Dam is 132,67 /second using the NRECA method, the watershed area is 1308.11 . The Penman-Monteith approach is used to calculate water requirements using climatological data for 10 years at the irrigation area intake gate. In early November, the calculation process began based on the rice-paddy-palawija planting pattern. Using a manual calculation method that refers to the KP-01 Irrigation Planning Standard and is 2.19 lt/sec/ha in the form of maximum water requirements resulting from the Van de Goor and Zijlstra equations. The minimum water requirement is 0.13 lt/sec/ha, while the CROPWAT 8.0 Software method produces a maximum water requirement of 2.91 lt/sec/ha. Likewise, the minimum water requirement is 0.05 lt/sec/ha. Based on the calculation of the K factor and the implementation of the rice-paddy-palawija planting pattern, water availability is quite adequate, especially in September period II. There is also excess water that can be channeled to other tertiary plots or secondary channels for further use. Abstrak Lakbok Utara adalah daerah irigasi yang merupakan kewenangan dari Balai Besar Wilayah Sungai Citanduy, yang mana sebagian besar masyarakatnya berprofesi sebagai petani. Sumber air yang mengalir ke irigasi ini diambil dari Bendung Pataruman, yang mencakup lahan irigasi seluas 6.219,00 ha. Dalam rangka mengelola sumber daya air dalam sektor pertanian, pengembangan sistem irigasi menjadi pilihan yang relevan. Evaluasi terhadap kebutuhan, serta tersedianya air di daerah irigasi Lakbok Utara merupakan maksud dari penelitian, bertujuan dengan menerapkan pola efektif dalam bertanam. Dengan tujuan menentukan pola tanam yang efektif. Debit andalan dengan probabilitas 80%  dari Bendung Pataruman sebesar 132,67 dengan menggunakan metode NRECA, luas DAS sebesar 1308,11 . Pendekatan Penman-Monteith digunakan untuk menghitung kebutuhan air dengan data klimatologi selama 10 tahun di pintu pengambilan daerah irigasi. Pada November awal, dimulai proses perhitungan berdasarkan pola tanam padi-padi-palawija. Menggunakan metode perhitungan manual yang merujuk pada Standar Perencanaan Irigasi KP-01 dan sebesar 2,19 lt/dt/ha berupa kebutuhan air maksimum yang dihasilkan dari persamaan Van de Goor dan Zijlstra. Kebutuhan air minimum adalah 0,13 lt/dt/ha, sementara metode Software CROPWAT 8.0 menghasilkan kebutuhan air maksimum sebesar 2,91 lt/dt/ha. Demikian pula, kebutuhan air minimum adalah 0,05 lt/dt/ha. Berdasarkan perhitungan faktor K dan penerapan pola tanam padi-padi-palawija, ketersediaan air cukup memadai, terutama pada bulan September periode II. Terdapat juga kelebihan air yang dapat dialirkan ke petak tersier lainnya atau saluran sekunder untuk pemanfaatan lebih lanjut.
Co-Authors AA Sudharmawan, AA Adi Susetyaningsih Ahmad Tavip Baiturahman Al-Husein, Fajar Alfaruq, Muhammad Haikal Aminah, Siti Nur ANANTA, ASTI Anwarushofa, Whina Anzilal Fauji Aprilianti, Mega Arif, Zaenal Bayan, Alamahul Dadang Permana Eko Walujodjati Fadhil, Raja Naufal Fahril Sidik Alfarizi Fardiansyah, Bagas Farhani, Siti Aulia Faridah, Nayla Nur Fatah, Muhamad Abdu Fijannatika, Nazma Naya Firdaus Irawan, Ferdy Firdausa, Muhamad Arga Firzatullah, Belva Prana Fitriyadi, Adi Giandhani, Mochammad Rizky Gunawar, Agun Hadi, Muhamad Rizal Nurul Halimah, Silfi Nur Hantari, Anjas Ninda Hariri, Rapi Muhamad harom, Ardi Nur Hermawan, Tizar Azjah Hilmayanti, Hilmayanti Ibrahim, Galih Imamudin Imamudin Jamami, Yadziz Siddik Al Khaerunisa, Nisrina Komalasari, Amelia Citra Mulya Kristiawan, Diky Kusumah, Desty Rahmawati LINDAWATI M.Miskun Arrihussalam Maelani, Rega Mardianti, Fira Maulana, Mochamad Dilla Maulina, Wina Senja Moch. Galdiaz Nugraha Prawira Mubarok, Abil Miftahul Muhammad Ali Faishal Muhammad Ridho Muhammad Suryadindin Muhammad, Faiz Mahatir Muharam, Muhammad Faisal Munawar, Arby Muhyi Muthia Mutmainah Aprinelia Nazid, Sa’dan Frima M Nazwa Tiara Herdiani Nisa, Salma Aulia Nugraha, Mochammad Suva Nugraha, Yogi Nurahman, Zamzam Nuralim, Taslim Nurcinta Asih Nurlatifah, Sarah Nursalim, Fathir Miftah Prananta, Azfa Pratama, Aditya Ramdhani Purnama, Alpin Putri, Icha Aulia Rahayu, Puspa Arum Rahma Rohimah Hinaffisah Ramadhan, M. Zilhan Salman Ramadhan, Muhamad Alfito Dwi Ramdani, Junaedi Ramdhani, Tio Rinjani, Nabila Putri Rizal, Muhamad Saepul Rizki Anugrah Munawar Rizky, Muhammad Naufal Rohimat Rohman, Asep Abdul Rosidin, Ahmad Ryan Ardiansyah Sandi Dzulfikar Sanusi, Muhamad Anwar Saputra, M. Sandi Kurniawan Sastradipraja, R Muhammad Arya Fajar Saumi, Ira Nurachma Sifa Nur Maisah Siti Rohmah Suhendi Sukma, Ersa Hermalia Sulastri, Dewi Sulton, Restu Suparman, Tegar Radiansyah Syifa, Syifa Khoirunnisa Yogaswara, Dendi Yulianti, Jihan Zaman, Muhammad Badru