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Sri Sangkawati Sachro
Departemen T. Sipil FT. UNDIP Jl. Prof. H. Soedarto SH., Tembalang, Semarang 50275
Aerospace Engineering Agriculture, Biological Sciences & Forestry Automotive Engineering Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Decision Sciences, Operations Research & Management Economics, Econometrics & Finance Electrical & Electronics Engineering Engineering Environmental Science Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Physics Social Sciences

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Evaluasi dan Prediksi Pengelolaan Jaringan Air Bersih IKK Brangsong Kabupaten Kendal Berbasis Sistem Informasi Geografis dalam Rangka Mendukung Millenium Development Goals (MDGs) Atmojo, Pranoto Samto; Sangkawati, Sri
MEDIA KOMUNIKASI TEKNIK SIPIL Tahun 17, Nomor 1, PEBRUARI 2009
Publisher : Department of Civil Engineering, Diponegoro University

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (460.212 KB) | DOI: 10.14710/mkts.v17i1.3417

Abstract

To support government program Millennium Development Goals ( MDGS) where’s in the year 2015 : 80% of residents must be able to served by supply of cleanness water systems, hence writer will do evaluate of management and distribution of network supporting  facilities for cleanness water based on technology that is  using GIS ( Geographical Information System). GIS can stored technical data of cleanness water network, and GIS  in allying with hydraulic model of EPANET applicable to evaluate network existing and assists to predict possibility future  expansion of network ( eg the year 2015). This evaluation covers mapping of STA pipe network with GPS, mapping of continuation with GIS, calculation of scenario prediction clean water required in the year 2015, and handling of network supporting facilities for clean water with simulation EPANET for network existing and extension of either in the year 2008 and also for the year 2015. This research be done based on the real field condition  there are: Cleanness water supplies for public IKK Brangsong supported by 2 pumping  well. Its Part of  Sub-Province Kendal area - that PDAM’s  customer- no supplied  by network especially at the peak hour time, and resent still have much  region which has not been served clean water by PDAM ,so that’s need to extension network to supplied that area. Keywords: GPS,  GIS, EPANETPermalink: http://ejournal.undip.ac.id/index.php/mkts/article/view/3417[How to cite: Atmojo, S.A. dan Sangkawati, S. (2009). Evaluasi dan Prediksi Pengelolaan Jaringan Air Bersih IKK Brangsong Kabupaten Kendal Berbasis Sistem Informasi Geografis dalam Rangka Mendukung Millenium Development Goals (MDGs), Jurnal Media Komunikasi Teknik Sipil, 17 (1): 98-109]
Pemberdayaan Sumber Daya Air untuk Berbagai Kepentingan Secara Berkelanjutan Sangkawati, Sri; Hadihardaja, Joetata
MEDIA KOMUNIKASI TEKNIK SIPIL Volume 13, Nomor 3, Edisi XXXIII, OKTOBER 2005
Publisher : Department of Civil Engineering, Diponegoro University

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (431.004 KB) | DOI: 10.14710/mkts.v13i3.3927

Abstract

Water is essential for human life, for agricultural, industrial production and for water-based recreation and transportation. It is central to many national concern, including energy, food production, environmental quality, and regional economic development. Water as a public comodity which is not have valuable value, this condition will encourage the over consumpsion of the water. In the future, the management of water resources in Indonesia will be more difficult. The water demand will be increased as result population growth, in other hand the water resources will be more rare. The limitation of water supply will be a cause of conflict among community. In accordance of the water resource utilization, which is more and more limited, the water resources should be optimize and integrated and sustained. Privatitation of water resources is not againt the UUD 1945. As long as, the water that  will be offer to other community  as a result of  water surplus of an area. Beside that, it should be improve the welfare of the community Keywords: Sumberdaya air, pengelolaan, pemberdayaan berkelanjutanPermalink: http://www.ejournal.undip.ac.id/index.php/mkts/article/view/3927[How to cite: Sangkawati, S. dan Hadihardaja, J., 2005, Pemberdayaan Sumber Daya Air untuk Berbagai Kepentingan Secara Berkelanjutan, Jurnal Media Komunikasi Teknik Sipil, Volume 13, Nomor 3, pp. 117-127]
Uji Kemampuan Bangunan Pengaman Mengurangi Longsoran pada Balas Rel akibat Banjir Atmojo, Pranoto Samto; Sachro, Sri Sangkawati; Budieny, Hary
MEDIA KOMUNIKASI TEKNIK SIPIL Volume 19, Nomor 1, JULI 2013
Publisher : Department of Civil Engineering, Diponegoro University

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (689.262 KB) | DOI: 10.14710/mkts.v19i1.7835

Abstract

Ballast rail has a vital fuction to support the train’s load and its dynamic forces. This load is then distributed to the subgrade layer through pile of gravel under the ballast. Most of the design about the gravel layer (ballast) doesn’t take into account the effect of flood overflow on the rail, which is very likely to occur during rainy season. The Flood flows above the rail will reduce the ballast stability and then eroded. Part or most of the gravel were flushed out, thus resulting the ballast to be weak and may collapse, which is vey dangerous to the train traffic. Its therefore requires to investigate stability of the ballast under flood flow above the rail condition and any measure or improvement required by Hydraulic Modeling. The research is conducted at Hydraulic Laboratory, Diponegoro University. The model prototype is refer a tract rail at Mangkang-Semarang KM.12, with scale of 1:5. Its shown that the ballast  without a safety structure will start to scour when water level h1 = 15 cm , meanwhile with the structures Type 1 and Type 1 + 1 its start scour h1 = 17 and 19 cm respectively. The safety structure is able to scouring decrease , ie at the variation of h1 = 19 cm , there are 68.50 cm without structure, and with structure Type 1 and Type 2 are  29 and  26 cm respectively. This research shown that it needs to installing safety structure (sill) to reduce the danger cause of flood flow over the rail, especially at the flood prone area. The Management of train traffic could adopt this result how to protect of ballast scour cause of flood.
Faktor-Faktor Biaya Pemulihan Pengelolaan Sumber Daya Air Sangkawati, Sri
MEDIA KOMUNIKASI TEKNIK SIPIL Tahun 17, Nomor 3, OKTOBER 2009
Publisher : Department of Civil Engineering, Diponegoro University

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (4273.581 KB) | DOI: 10.14710/mkts.v17i3.7860

Abstract

To ensure sustainability of the benefits of water resources and water resources infrastructure for managing the funds should be provided adequately. Adequacy of funding for management can be planned based on the principle of full cost recovery or O & M cost recovery. One source of funding for the management of water resources as regulated in article 77, UU.RI Number 7, 2004 are the beneficiaries of which are service fees for water resources management (BJP-SDA). In order to realize the management of water resources with the principle of demand-side management and increase service fees for water resources management, it is necessary to analysis the correlation between the cost of management services to beneficiaries in accordance with existing regulations, commitment, and the contribution fee to be determined need to obtain agreement from interested parties (stakeholders) with the criteria that must be met. Important factors for the realization of cost recovery for water resources management in a basin area are: recovery policy management costs that will be done whether on the principle of full cost recovery or the O& M cost recovery, user groups according to water rights and the economic benefits derived each group of beneficiaries of development and management of water resources. Cost recovery model should be built at least with respect to these important factors. Keywords : cost recovery, users   Abstrak   Untuk menjamin kelestarian manfaat sumber daya air serta sarana dan prasarana keairan maka dana untuk pengelolaannya perlu disediakan secara memadai. Kecukupan dana  untuk pengelolaan dapat direncanakan berdasarkan prinsip full cost recovery maupun O&M cost recovery. Salah satu sumber dana untuk pengelolaan sumber daya air sebagaimana diatur dalam pasal 77, UU Nomor 7 tahun 2004  adalah dari para penerima manfaat yang merupakan biaya jasa pengelolaan sumber daya air (BJP-SDA). Guna mewujudkan pengelolaan sumber daya air dengan prinsip demand-side management dan meningkatkan penerimaan biaya jasa pengelolaan sumber daya air, maka perlu dilakukan analisis korelasi antara biaya jasa pengelolaan dengan penerima manfaat sesuai dengan peraturan yang berlaku, komitmen bersama, dan besarnya kontribusi biaya yang akan ditetapkan perlu memperoleh kesepahaman dari pihak-pihak yang berkepentingan (stakeholders) dengan kriteria yang harus dipenuhi. Faktor-faktor penting untuk realisasi pemulihan biaya pengelolaan sumber daya air di dalam satu wilayah sungai adalah: kebijakan pemulihan biaya pengelolaan yang akan dilakukan apakah berdasarkan prinsip full cost recovery atau O&M cost recovery, kelompok pemanfaat  sesuai dengan hak atas air dan nilai manfaat ekonomi yang diperoleh masing-masing kelompok pemanfaat dari kegiatan pengembangan dan pengelolaan sumber daya air. Model pemulihan biaya harus  dibangun sedikitnya dengan memperhatikan faktor-faktor penting tersebut. Kata kunci: biaya pemulihan, kelompok pemanfaat
PERENCANAAN CHECK DAM GALEH KABUPATEN TEMANGGUNG Nugroho, Andin Cipto; Mudhofar, Hasan; Sangkawati, Sri; Kurniani, Dwi
Jurnal Karya Teknik Sipil Volume 4, Nomor 4, Tahun 2015
Publisher : Departemen Teknik Sipil, Fakultas Teknik Universitas Diponegoro

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (483.17 KB)

Abstract

Galeh river is one of rivers which are on the slopes sindoro ( 3153 mdpl ). Galeh river in length a major river more or less 18,3 km with broad das 41,05 km². The distance landscapes of the river galeh is ± 35 m, and slope the river that is 12,35 %. With a baseline a river that relatively precipitous, so the flow of high speed would be easy gradually crushed, especially on the basis, the river wall, who has resulted in the erosion and sedimentation. To reduce the potential this danger, attempts to prevention of building construction control sediment (Check Dam). From the data hydrology in the form of rainfall daily, DAS map, topographical maps and map geometry the discharge flood get the target 283,044 m3/seconds. Data hydrological and reference is to be cultivated as the basis for planning main dam, sub dam, apron, and support buildings other, obtained the results of the total in the form of high Main Dam 3,55 meters as much as, high total Sub Dam 2.2 meters, long an apron of about 20 m and volume tampungan 5.478,27 m³ as much as, with a total cost amounting to Rp 2.362.300.000,-. Check Dam development will be more optimal if accompanied by a system of the observance of which either by other relevant offices prosentase it is expected that the affected areas the flow of sedimentation can be reduced significantly..
Pemodelan Keruntuhan Bendungan Menggunakan HEC-RAS 2D Studi Kasus Bendungan Gondang, Kabupaten Karanganyar Murdiani, Kiki Marina; Sangkawati, Sri; Sadono, Kresno Wikan
Rekayasa Vol 13, No 2: August 2020
Publisher : Universitas Trunojoyo Madura

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (11791.288 KB) | DOI: 10.21107/rekayasa.v13i2.6872

Abstract

Pembangunan bendungan memberikan manfaat untuk masyarakat sekitar waduk, namun juga menyimpan bahaya jika mengalami keruntuhan bendungan. Salah satu syarat yang harus dipenuhi sebelum mendapatkan sertifikat ijin operasi adalah RTD (Rencana Tindak Darurat). Manfaat dari disusunnya rencana tindak darurat adalah untuk pedoman para pengelola bendungan maupun pemerintah yang berada pada daerah yang terkena resiko apabila terjadi kondisi darurat pada Bendungan. Makalah ini mencakup daerah yang terdampak jika terjadi kegagalan bendungan. Pemanfaatan Software menggunakan HEC-RAS dengan studi kasus Bendungan Gondang yang berlokasi di Kabupaten Karanganyar. Lokasi terdampak menurut hasil analisis adalah Desa Gempolan, Desa Ganten, Desa Kwadungan, Desa Kutho, Kecamatan Kerjo, Kabupaten Karanganyar, Provinsi Jawa Tengah. Bendungan ini mempunyai tampungan total 9,15 juta meter kubik dengan tinggi bendungan 71 meter.  Pemodelan keruntuhan bendungan dengan 2D pada kondisi unsteady flow, simulasi keruntuhan akibat piping tengah pada elevasi +495 m. Hasil pemodelan keruntuhan Bendungan Gondang yang akan menimbulkan dampak paling besar jika terjadi piping tengah akibat banjir PMF dengan puncak debit Qoutflow= 902,40m3/det. Kecepatan banjir akibat keruntuhan bendungan tercepat yang sampai ke pemukiman adalah 24 menit yaitu sampai di Desa Gempolan yang berjarak 0,6 km dari lokasi bendungan.AbstractThe construction of a dam provides benefits to the community around the reservoir, but also saves danger if it experiences dam collapse. One of the requirements that must be met before obtaining an operating permit certificate is the RTD (Emergency Action Plan). The benefit of formulating an emergency action plan is to guide the dam managers and the government who are in the area at risk if an emergency condition occurs at the Dam. This paper covers the area affected in the event of dam failure. Utilization of Software uses HEC-RAS with a Gondang Dam case study located in Karanganyar Regency. The affected locations, according to the results of the analysis are Gempolan Village, Ganten Village, Kwadungan Village, Kutho Village, Kerjo District, Karanganyar Regency, Central Java Province. This Dam has a total reservoir of 9.15 million cubic meters with a dam height of 71 meters. Dam failure modeling with 2D under unsteady flow conditions, simulation of collapse due to middle piping at +495 m elevation. The results of the Gondang Dam collapse modeling, which will have the most significant impact if there is middle piping due to PMF flooding with peak discharge Qoutflow = 902.40m3 / sec. The speed of flooding due to the collapse of the Dam that reached the fastest settlement was 24 minutes, namely to the village of Gempolan, which is 0.6 km from the location of the Dam.Keywords: Gondang Dam, dam break, affected area Karanganyar.
KAJIAN DISTRIBUSI SEDIMENTASI TERHADAP UMUR RENCANA WADUK CIAWI DI KABUPATEN BOGOR Siwu, Wulandari Pingkan; Sangkawati, Sri; Sriyana, Ignatius
Rang Teknik Journal Vol 4, No 2 (2021): Vol. 4 No. 2 Juni 2021
Publisher : Fakultas Teknik Universitas Muhammadiyah Sumatera Barat

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (499.045 KB) | DOI: 10.31869/rtj.v4i2.2321

Abstract

Waduk Ciawi terletak di bagian hulu sungai Ciliwung di Desa Cipayung Kecamatan Megamendung Kabupaten Bogor Provinsi Jawa Barat. Waduk Ciawi merupakan waduk eka guna (single purpose) yang dibangun untuk pengendalian debit puncak banjir maksimum di hulu Sungai Ciliwung dengan konsep dry dam. Perencanaan suatu bendungan tentunya tidak akan pernah terlepas dari rencana usia waduk, dalam perencanaannya selalu memperhitungkan jumlah sedimen yang akan masuk ke dalam waduk selama usia guna waduk karena pengendapan sedimen di dead storing dapat berdampak pada usia guna waduk, sehingga perlu dilakukan analisis untuk memprediksi besarnya sedimentasi dan pola distribusi sedimen pada Waduk Ciawi dalam upaya optimalisasi pengelolaan waduk. Memprediksi besarnya sedimentasi di Waduk Ciawi dilakukan berdasarkan pengaruh sedimen layang dan analisis distribusi sedimen menggunakan Metode Empiris Pengurangan Luas (Empirical Area Reduction Method). Berdasarkan hasil analisis, jumlah sedimen yang mengendap di Waduk Ciawi sepanjang umur rencana adalah sebesar 206.687,60 m3, dengan elevasi nol baru (new zero elevation) waduk setelah tahun ke 50 yaitu pada +512 m dan kapasitas tampungan efektif yang terisa sampai dengan umur efektif tercapai (T50) sebesar 6.178.131 m3. Secara teoritis Waduk Ciawi masih bisa berfungsi dengan baik sampai dengan umur rencana terlampaui.
Analisa Potensi Aliran Lahar Kali Putih, Gunungapi Kelud Hayu Rahayu; Suharyanto Suharyanto; Sri Sangkawati
Borneo Engineering : Jurnal Teknik Sipil Volume 4 Nomor 2 Tahun 2020
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Borneo Tarakan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35334/be.v4i2.1401

Abstract

Kelud Volcano is one of the active volcanoes and located in East Java. After the eruption, Kelud Volcano left a number of volcanic materials from the rock, sand and the ash on residential land, plantations and the surrounding area. The main problem is the eruption of Kelud Volcanoes has the potential to experience an increase in the frequency of eruptions and there has been no development of a regional reconstruction model for secondary impacts due to eruptions in the field of water resources infrastructure. Based on these problems, a test of the Sabo and modular hydraulic physical models will be planned. This study discusses the identification of the location and volume of sediments that have the potential to become Kali Putih lava flows from Kelud Volcanoes. The Takahashi analysis method is used to analyze the estimated excess volume of the target sediment which must be controlled by sabo technology. Identification of sediment transport zones is obtained from the classification of slope on existing buildings obtained from satellite imagery. The results of the analysis are as follows: 1.) Sediment transport areas in the Putih Watershed have an area of 863 km2. 2.) The total volume of Kali Putih sediment that has the potential to become cold lava after the eruption is 4,139,414.23 m3. 3.) Sabo and modular hydraulic physical model testing is required. 4) A model of regional reconstruction is needed for secondary impacts due to eruptions in the water resources field. 5) New sabo plan planning is needed
Hubungan Antara Elevasi Muka Air Waduk Dan Panjang Lintasan Rembesan Terhadap Debit Rembesan Pada Bendungan Urugan Batu Inti Tegak (Studi Kasus Bendungan Jatibarang) Siswanto Siswanto; Suprapto Suprapto; Sri Sangkawati Sachro
JURNAL TEKNIK HIDRAULIK Vol 10, No 2 (2019): JURNAL TEKNIK HIDRAULIK
Publisher : Pusat Litbang Sumber Daya Air, Kementerian Pekerjaan Umum dan Perumahan Rakyat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32679/jth.v10i2.628

Abstract

Rockfill dams have better stability than homogeneous soil dams. It allows to design the dam more slim with a higher slope. The disadvantage of rockfill dam is in the core zone as an impermeable zone. Zoned vertical core rockfill dam is a combination of various material properties. Geometry and drainage design will affect the seepage and phreatic line properties that occur. Numerical modeling and calculations are used to calculate the seepage profile more accurately. The combination of the parameters of the permeability coefficient (K), reservoir water level (Δh) and the length of the seepage path (L) can be used to determine the relationship between parameters with the same unit. 2D modeling take into account saturated/unsaturated conditions with steady state on each parameter. This study uses the Jatibarang-Indonesia dam as a basic model. The seepage profile at condition K1 (k = 1x10-5cm/sec) is q/k = -0.0018 (h2/L)2 + 1.3496h2/L + 53.241 and the seepage profile K2 (k=1x10-7cm/s) is q/k = -0.1521 (h2/L)2 + 90.402h2/L + 5480.2. This equations can be used to estimate seepage that occurs in a dam of other rock fill zoned vertical core dam based on the permeability coefficient value (K) more practically for all values of Δh and L reviewed.Keywords: Seepage, Rockfill Dam, Permeability, FEM, Numerical Analysis
Studi Pendapat Publik dalam Penganggaran Operasi, Pemeliharaan dan Manajemen Sumber Daya Air Sri Sangkawati Sachro
Jurnal Teknik Sipil Vol 21 No 2 (2014)
Publisher : Institut Teknologi Bandung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.5614/jts.2014.21.2.4

Abstract

Abstrak. Hubungan antara anggaran Operasi, Pemeliharaan dan Manajemen (OP&M) dengan kemampuan system sumber daya air untuk mencapai kinerja yang tinggi sudah menjadi perhatian dalam pengelolaan sumber daya air. Pada saat ada keterbatasan dana, maka akan mengakibatkan satu atau beberapa kegiatan tidak dapat dikerjakan, dan pengelola harus memilih prioritas kegiatan OP&M. Pengelola mempunyai pertimbangan masing-masing di dalam menentukan prioritas kegiatan tersebut. Salah satu sumber dana untuk pengelolaan sumber daya air adalah biaya jasa pengelolaan sumber daya air (BJP-SDA), yaitu biaya kontribusi dari para penerima manfaat, sehingga diperlukan identifikasi penerima manfaat dan faktor-faktor pengaruh kecukupan dana OP&M. Identifikasi dilakukan melalui pendapat publik yaitu penilaian obyektif dari pakar pengelolaan sumber daya air melalui kuesener.Kuesioner ini menyoroti dan menyelidikai rincian biaya OP&M, prioritas kegiatan dan biaya jasa pengelolaan sumber daya air. Berdasarkan identifikasi terhadap penerima manfaat yang diharapkan ikut menanggung biaya pengelolaan sumber daya air dapat disimpulkan bahwa: pihak-pihak yang berkepentingan dalam pengelolaan sumber daya air sudah memahami bahwa biaya menjadi tanggung jawab bersama.Abstract. The relation between Operation, Maintanance and Management OM&M funding and the ability of water resources system to achieve high performance became attention in water-resources management. When there is fund limitation, one or some activities can not be conducted, and organizer must selects activity priority of OM&M. Every organizer have consideration by it self in determining activity priority. One of the fund sources for the water resources management is the service cost of water resources management, that is contribution expense from beneficiaries, then identification of beneficiaries and influence factors to fund sufficiency OM&M are needed. Identification through public opinion, that is objective assessment of water resource management expert by giving questionnaires. This questionnaires was to highlight and investigate the breakdown of OM&M expenditure, expenditure priorities, service charge. Base on the identification toward beneficaries who are expected to cover the water resources management cost, it can be summarized that other parties who have an interest in water resources management have already understood that the cost is a collective responsibility.
Co-Authors Afiff Faiq Hakim Harahap Andin Cipto Nugroho Andin Cipto Nugroho, Andin Cipto Arief Bayu Setiaji, Arief Atmodjo, Pranoto Samto Azkira Nur Auzan Bertha Silvia Pratiwi, Bertha Silvia Bima Anjasmoro, Bima Dwi Kurniani Dwi Kurniani Dyah Ari Wulandari Dyah Ari Wulandari Fadhlul Rahman Faisal Nurrohman Fattah, Zihad Al Firdazam, Firdazam Firman Hasiholan Fitria Sofi Choirunisa Florentina Kusmiyati Hanny Hafiar Hari Nugroho Hary Budieny Hasan Mudhofar Hasan Mudhofar, Hasan Hayu Rahayu Indah Tri Wahyuni, Indah Tri Ivanna Susanto Iwan K. Hadihardaja Joetata Hadihardaja Kirno Kirno Kresno Wikan Sadono M.Pd S.T. S.Pd. I Gde Wawan Sudatha . Mayasari Mayasari Mohammad Faqih Murdiani, Kiki Marina Nugroho, Adi Prasetya Pakpahan, Samuel Seprian Pranoto S. Atmodjo Pranoto Samto Admodjo Pranoto Samto Atmodjo Pranoto Samto Atmojo Pranoto Samto Atmojo Ramadan, Bimastyaji Surya Recha Resnandi Raka Riris Dwi Astuti Risdiana Cholifatul Afifah, Risdiana Roselyn, Melfina Ruzika Habib Satria Waskita Eka Paksi Septina Qurniawati Siswanto Siswanto Siwu, Wulandari Pingkan Sriyana Sriyana Sriyana, Ignatius Sugiyanto Sugiyanto Suharyanto Suharyanto Suharyanto Sukamta Sukamta Sulistya, Krisna Suprapto Suprapto Sutarto Edhisono Tryamarti, Cindy Wahyu Prasetyo Waryani, Retno Sri Wibowo, Agus Aris Yohanna Fabiola Pane Yulia Ananda Putri