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The ratio of Indonesia BMKG agency and TRMM satellite Rainfall Data in West Java Province by Using Statistical Parameter and Correlation Analysis Rian Alfian; Ahmad Zakaria; Endro Prasetyo Wahono; Dyah Indriana Kusumastuti; Ahmad Herison
Journal of Engineering and Scientific Research Vol. 3 No. 2 (2021)
Publisher : Faculty of Engineering, Universitas Lampung Jl. Soemantri Brojonegoro No.1 Bandar Lampung, Indonesia 35141

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (927.393 KB) | DOI: 10.23960/jesr.v3i2.82

Abstract

Weather observations can be done in two ways, namely weather observations based on weather stations and based on remote sensing such as satellites. One of these weather study data is rainfall measured from the BMKG rain observation post and TRMM satellite observations. To see the pattern of the distribution of rain that has occurred, the two weather observations can be connected as a reference for the distribution of rain. The purpose of this study was to analyze the correlation value of rainfall data between BMKG and TRMM by looking at the comparison graph and analyzing the comparison of statistical parameters. This research was conducted using daily rainfall data from 1998-2018 at four rain stations in West Java Province and taking descriptive decisions in the form of pictures and graphs in the form of daily, monthly and annual data. Based on the analysis results, the largest correlation value is in the annual cumulative with a value of 0,88-0,94, the smaller the number of days, the smaller the correlation value. The BMKG and TRMM rainfall data have relatively the same pattern, but the maximum data have differences so that it reduces the correlation value. In the Statistical Parameter analysis, it can be stated that the difference in the values ??of the statistical parameters is directly proportional to the daily cumulative, that the difference in the median and mean values ??in the BMKG and TRMM data is greater in the data with a larger cumulative. Meanwhile, for linear regression analysis, it was found that the greatest value was the cumulative 1-year value with a coefficient of determination from 0,78 - 0,89.
PEMANFAATAN AIR LANGIT BAGI TAMAN PENDIDIKAN AL QUR’AN DARRUL ISLAM KABUPATEN LAMPUNG SELATAN Dyah Indriana Kusumastuti, Dwi Jokowinarno, Ridwan
Jurnal Pengabdian Kepada Masyarakat Sakai Sambayan Vol 5 No 1 (2021)
Publisher : Lembaga Penelitian dan Pengabdian Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jss.v5i1.274

Abstract

Taman Pendidikan Al-Qur’an (TPQ) Darrul Islam terletak di Dusun Sindangsari, Desa Natar, Kabupaten Lampung Selatan. TPQ ini memiliki siswa sejumlah lebih dari 100 orang, dengan pendidikan formal dari SD hingga SMA. Dengan jumlah siswa yang banyak yang membutuhkan air untuk bersuci dan sanitasi maka kebutuhan air menjadi sangat tinggi. Akan tetapi ketersedian air yang ada tidak mampu memenuhi kebutuhan air yang tinggi. Selain masalah keterbatasan air bersih, masalah yang dijumpai adalah kurangnya kegiatan kreatif yang dapat dilakukan untuk mengalihkan ketidaktertiban siswa ketika menunggu pelajaran dimulai. Untuk mengatasi masalah yang dijelaskan di atas, maka solusi yang ditawarkan adalah pemanfaatan air langit (air hujan) melalui sistem Pemanenan Air Hujan (PAH) yang dapat digunakan untuk memenuhi kebutuhan air akan sanitasi dan bersuci sekaligus dimanfaatkan untuk pengairan tanaman hidroponik yang dikelola oleh TPQ dengan melibatkan siswa. Sehingga siswa akan disibukkan dengan kegiatan kreatif pemeliharaan tanaman hidroponik dan tidak ada waktu lagi untuk melakukan keisengan. Penerapan PAH di TPQ Darrul Islam menjadikan TPQ ini menjadi pelopor konservasi air dan peduli lingkungan bagi masyarakat sekitar dan siswa TPQ. Kata kunci: Hidroponik, Pemanenan Air Hujan, TPQ
PEMBERDAYAAN PETANI PEMAKAI AIR DESA SUMBEREJO DALAM OPERASI DAN PEMELIHARAAN JARINGAN IRIGASI Dyah Indriana Kusumastuti
Jurnal Pengabdian Kepada Masyarakat Sakai Sambayan Vol 3 No 3 (2019)
Publisher : Lembaga Penelitian dan Pengabdian Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jss.v3i3.165

Abstract

Kegiatan pengabdian ini dilaksanakan di Desa Sumberejo, Kecamatan Kotagajan, Kabupaten Lampung Tengah dengan mitra sasaran Perkumpulan Petani Pemakai Air (P3A). Kegiatan ini dilatarbelakangi oleh studi kalibrasi pintu air di Daerah Irigasi Punggur Utara yang mendapati koefisien debit pintu air irigasi yang kurang lazim dan ternyata diakibatkan oleh kondisi jaringan irigasi. Kegiatan ini bertujuan untuk memberdayakan P3A Desa Sumberejo yang terletak di BPU 15 Daerah Irigasi Punggur Utara. Metode kegiatan berupa peningkatan pengetahuan tentang Operasi dan Pemeliharaan Jaringan Irigasi oleh P3A dan pemberdayaan P3A melalui perbaikan ringan dan perawatan jaringan irigasi. Hasil dari kegiatan ini adalah meningkatnya pengetahuan dan kesadaran anggota P3A tentang tugas dan peran mereka dalam Operasi dan Pemeliharaan jaringan irigasi. Sebagai wujud pemahaman dan kesadaran, anggota P3A segera melakukan perbaikan saluran tepat di bawah pintu irigasi yang sebelumnya dibobok agar air pembagian air irigasi dapat dilakukan dengan adil, pembersihan sampah-sampah di saluran irigasi maupun perawatan saluran lainnya. Simpulan dari kegiatan ini adalah pentingnya peningkatan pengetahuan, pemahaman maupun peran P3A dalam operasi dan pemeliharaan jaringan irigasi agar kinerja jaringan irigasi meningkat Kata kunci: Operasi dan Pemeliharaan, Jaringan Irigasi, P3A
Analisis Erosi Dan Sedimentasi Waduk (Studi Kasus Waduk Way Jepara Kabupaten Lampung Timur) Nengah Sudiane; Dyah Indriana Kusumaastuti; Afandi .
Rekayasa : Jurnal Ilmiah Fakultas Teknik Universitas Lampung Vol 16, No 2 (2012): Edisi Agustus 2012
Publisher : UNIVERSITAS LAMPUNG

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Abstract

Dam and irrigation channels are utilized to supply irrigation in Way Jepara area. Way Jeparacannot optimally function because the catchment area is disturbed by illegal logging which mayincrease erosion rate as well as sedimentation to the dam. This research aims to analyze erosionwhich occurs in the catchment area and sedimentation in the dam. Erosion prediction model usedin this study is USLE (Universal Soil Loss Equation). From the analysis it is obtained that totalerosion (A) in the catchment area is 2307.01 ton/year or 156.41 ton/ha/year which is classified aserosion class III or medium. The highest erosion rate, 1552.63 ton/ha/year, occurs in Land UnitNo. 107 near Langkap Mountain which is classified as severe. From the analysis the problemsarose can be categorized into two groups, problem related to catchment area conservation andtechnical l problem directly related to the dam. Solution to the problems should be based onconservation as well as social welfare.
ANALISIS DAMPAK TANGGUL TERHADAP ELEVASI BANJIR SUNGAI NAGARA KALIMANTAN SELATAN Dyah Indriana Kusumastuti
Rekayasa : Jurnal Ilmiah Fakultas Teknik Universitas Lampung Vol 15, No 3 (2011): Edisi Desember Tahun 2011
Publisher : UNIVERSITAS LAMPUNG

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Abstract

Nagara River is a river in South Kalimantan province with extensive swamp area which formsseasonal flood plain and protects downstream area from flooding and salt water intrusion. Theplan for land use change from the swamp area to plantation area involves building dyke on thesides of Nagara River. This research aims to analyze the elevation of Nagara River duringflooding when the swamp area is occupied as an extension of flood plain, compared that resultedfrom the scenario when this area is converted into plantation area which needs dyke on the sidesof the river for flood protection. There are two kinds of scenarios, first only one side of the riverwhich will be build dyke, and second both sides of the river will be built dykes. The analysisinvolved rainfall data analysis using daily module rainfall, design discharge analysis usingRational Method and hydraulic analysis using HEC-RAS software with one-dimensional steadyflow. The result shows that using dyke at elevation +11.00 m, the increase of water level is notsignificant while one side of the river is protected by dyke. An increase of 30 cm of water elevationis obtained using scenario of both sides are protected by dykes. The increase of water level maycause flooding in the area located at the upstream and downstream of the plantation area.
ANALISA KARAKTERISTIK CURAH HUJAN DAN KURVA INTENSITAS DURASI FREKUENSI (IDF) DI PROPINSI LAMPUNG Susilowati A; Dyah Indriana Kusumastuti
Rekayasa : Jurnal Ilmiah Fakultas Teknik Universitas Lampung Vol 14, No 1 (2010): Edisi April Tahun 2010
Publisher : UNIVERSITAS LAMPUNG

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Abstract

This research was done to analyze the characteristic of rainfall that agreed with the short termduration of rainfall data at BMG Maritim Lampung station, BMG Raden Inten II Bandar Lampungstation, Masgar Tegineneng Climatology station and Kotabumi Geophysical station. From theresults of research will be made intensity duration frequency (IDF) curve based on: (1) Analysis offrequency rain distribution of short term rainfall data from each stations. (2) Analysis of rainfallintensity for every rain duration in particular when reuses Van breen intensity method and Hasperder weduwen intensity method then doing calculate approach of rainfall intensity using leastsquare are Talbot, Sherman and Ishiguro formula’s, it means to determine the equality of rainfallintensity to program region. From the result of research could be summarized as follows ;(1) Thedata of rainfall used is short term rainfall data (5, 10, 15, 30, 45, 60, 120 minutes, 3 hours, 6hours and 12 hours) and as annual maximum series, (2) Type of distribution that appropriate withall observation station is Log Pearson Type III Distribution, (3) The rainfall intensity of VanBreen method used Talbot equality, it is used as reference to form IDF curve. The intensityequality was valid only to data of rain in all observation year at every station. (4) The IDF Curveshowed that high rainfall intensity ran in short duration (5) the IDF curve can be used fordetermine planning flood by using rational method.
Evaluasi Pelaksanaan Tugas Pembantuan Operasi Dan Pemeliharaan (TP-OP) Jaringan Irigasi Pada Satker Dinas Pengairan Dan Pemukiman Provinsi Lampung Tahun Anggaran 2009 Dan 2010 Zaldi Ronald; Dyah Indriana Kusumaastuti; Sumiharni .
Rekayasa : Jurnal Ilmiah Fakultas Teknik Universitas Lampung Vol 16, No 2 (2012): Edisi Agustus 2012
Publisher : UNIVERSITAS LAMPUNG

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Abstract

The evaluation of the execution of TP-OP of the irrigation system on working unit of irrigationand settlement agency of Lampung province in 2009 and 2010 is reviewed from the aspect of itsestimation and execution to give an illustration of the performance of the working unit with sourceof funds in APBN. In 2009 the budget estimation is Rp. 20.566.050.000 and in 2010 with thebudget estimation is Rp. 21.937.120.000, whicht each year has different problem and situation.This is proven by the absorb total budget estimation which is only 83,98% in 2009 and 97,75% in2010. The distinction of the problem and situation faced by working unit in every fiscal year willgive positive and negative impact which will be analyzed for the sake of a sustainableimprovement for TP-OP program.
HYDROLOGY ANALYSIS FOR THE JOHOR RIVER USING SYNTHETIC UNIT HYDROGRAPH GAMA I Dyah Indriana Kusumastuti
Rekayasa : Jurnal Ilmiah Fakultas Teknik Universitas Lampung Vol 13, No 3 (2009): Edisi Desember Tahun 2009
Publisher : UNIVERSITAS LAMPUNG

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Abstract

A series of floods occurred in several places in Malaysia during December 2006 – January 2007,including the southern state of Malaysia; Johor Bahru. The rain recorded in the city of JohorBahru was 286 mm. To understand this phenomenon and to investigate the design flood of thisregion, a hydrology analysis procedure was taken into account. The hydrology analysis procedureincludes collecting rainfall data, analyzing rainfall data including areal rainfall and rainfallfrequency, developing synthetic unit hydrograph using SUH GAMA I. It is noticed that the lengthof rainfall data collected, i.e. 60 years, is sufficiently long for analysis. From the hydrologyanalysis done in this study, it can be concluded that the rain fell during 2006-2007 flood eventshad nearly 100 years period of rainfall. And the prediction for 100 years period of flood is 16,962m3/s.
Analisis Sedimentasi di Sungai Way Besai Ofik Taufik Purwadi; Dyah Indriana Kusumaastuti; Astika Murni Lubis
Rekayasa : Jurnal Ilmiah Fakultas Teknik Universitas Lampung Vol 20, No 3 (2016): Edisi Desember 2016
Publisher : UNIVERSITAS LAMPUNG

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Abstract

Way Besai River's catchment area is used as agricultural, tourism, and hydroelectrica power plant (PLTA) purposes. PLTA Way Besai was built for generating electrical power using the height of a waterfall from Way Besai River, however nowadays PLTA Way Besai is having a decrease of electrical power because of the now happening drought. The power decrease reached until 40 MW while it used to have 90 MW power supply causing only a rough 50 MW energy power left to be operated. The metode that is used in estimating the value of sediment discharge is by using the Universal Soil Loss Equation (USLE) method and Measured Sediment Analysis. From the analysis results, the overall value of sediment was attained by merging the value of suspended load and bed load which is 170528,443 m 3 /year. The value of seddiment that is attained from USLE methode is 105520,738 m 3 /year.
STUDI POTENSI SUMBER DAYA AIR UNTUK PEMBANGKIT LISTRIK TENAGA MIKROHIDRO DI PEKON TUGU RATU KECAMATAN SUOH KABUPATEN LAMPUNG BARAT PROPINSI LAMPUNG Dyah Indriana Kusumaastuti; Dwi Joko Winarno; Humaidi Humaidi
Rekayasa : Jurnal Ilmiah Fakultas Teknik Universitas Lampung Vol 19, No 3 (2015): Edisi Desember 2015
Publisher : UNIVERSITAS LAMPUNG

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Abstract

Water resources in Western Lampung Regency particularly the sub-District Suoh has a lot of po- tential hydropower, which have not been able to optimally utilized as electrical energy. So that one of the optimal effort that can be done is by using microhydro energy. Location of the research is in the Way Sekanda river tributary of the Way Semaka river. Process analysis using primary data in the form of a cross section of the river cross-section of data and flow velocity of Way Sekanda, than secondary data from hourly discharge data from the watershed outlet Way Besai for 11 (eleven) years, the real-time of rainfall in Tugu Ratu village from Septem- ber 2012 to September 2014 and watershed area derived from Geographic Information System. Analysis starts from the formation of spatial data maps of Way Semaka watershed, Way Besai wa- tershed and Way Sekanda watershed using ArcGIS program. Research method includes regional- ization Way Semaka watershed and Way Besai watershed, estimation the dependable discharge (Q 80% ) using FDC method, measured discharge calculation of Way Sekanda river, correlation be- tween discharge FDC method and measured discharge and calculate the electric power which can be generated. The formation of the watersheds were done using spatial data analysis and were found that the area of Way Semaka watershed is 731,0783 km 2 , Way Besai watershed is 415,0393 km 2 , Way Sekanda watershed is 1,48 km 2 . Using measured discharge recorded in Way Besai watershed and the application of regionalization method, the discharge at Way Semaka and Way Sekanda can be estimated.This is evidenced by the amount of discharge calculated by the method of Flow Dur- ration Curve is not much different from the magnitude of the discharge measured in the field. Q80 % with FDC method (Flow Duration Curve) to Way Sekanda River is 0,0312 (m 3 /sec), while the measured discharge in location of Way Sekanda micro hydro power plants (MHP) 0,0314 (m 3 /sec). From the calculation of the electric power in Way Sekanda by using dependable of dis- charge 50% (Q 50% ) of 0,0592 m 3 /s it is obtained the electricity power with an efficiency of 60 % is 2,7479 kW, while the electric power with an efficiency of 90 % is 4,1219 kW. Therefore Way Sekanda River is potential for micro hydro power plants (MHP).
Co-Authors Adenan Yusuf Afandi . Ahmad Herison Ahmad Zaenudin Ahmad Zakaria Ahmad Zakaria Ahmad Zakaria Ahmad Zakaria Ainita, Okta Aji Saputra, Aji Anton, Sari Astika Murni Lubis Bayu krishna mukti C.H. Van Rafii Candra Hakim Van Rafi’i D. Jokowinarno Diwantari, Windy Putri Dwi Joko Winarno Dwi Joko Winarno Dwi Joko Winarno Dwi Joko Winarno Dwi Joko Winarno Dwi Joko Winarno Dwi Jokowinarno Dwi Jokowinarno ELOK BUDI UTAMI Endro Prasetyo Wahono F. Yuniarti fadhel dzaki sembiring Falah, M. Najmul Fathony, Awal Rifan Fieni Yuniarti Fitriya Rahmawati gustin andriani Haris Murwadi Humaidi Humaidi Humaidi Humaidi Humaidi, Humaidi Irwan Sukri Banuwa Irwan Sukri Banuwa juwita novi yana Kristianto Usman M. Najmul Falah Mahardika, Siti Mardiyansyah Mardiyansyah Marfirah Ulfah Maulana Yusuf Mega Astriyana Melya Riniarti Muhamad Angga Wicaksono Muhammad Jazuli Mustofa Murdiagatma, Sefrinta Sasma Mutya Nivitha Nency Dwi Kusanti Nengah Sudiane Niken, Chatarina Nivitha, Mutya Nora Anggraini Nugraheni, Melly Nur Arifaini Ofik Taufik Purwadi Ofik Taufiq Purwadi Ofik Taupik Purwadi Panglima Jundulloh Purwadi, Ofik Taupik putri, wardatul aini Rama Dian Gani Rian Alfian Riki Chandra Wijaya Riyo Ardi Yansyah Riza Muhida Robiyanto Robiyanto Robiyanto, Robiyanto Rosidah Amini S Suharno Siti Nurul Khotimah Slamet Budi Yuwono Slamet Budi Yuwono Sri Ratna Sulistiyanti Subuh Tugiono Subuh Tugiono, Subuh Suharni Suharni Sumiharni . Susilowati A Syafri Adi Teguh Endaryanto Tiara Maelta Amanda Titik Ayuningsih Tomi, Muhammad Tommy Arisandy Ulfah, Marfirah Very Dwiyanto wahyu hadi kuncoro Wardatul Aini Putri Widya Aristiani Wijaya, Riki Chandra Winarno, Dwi Joko Winda Maria Rebecca Gultom Witta Putri Anggraini Yuda Romdania yulianto, alim Zaldi Ronald