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Kadek Diana Harmayani
Environmental Engineering Study Programme, Faculty Of Engineering, Udayana University
Religion Agriculture, Biological Sciences & Forestry Humanities Biochemistry, Genetics & Molecular Biology Chemical Engineering, Chemistry & Bioengineering Chemistry Civil Engineering, Building, Construction & Architecture Computer Science & IT Earth & Planetary Sciences Education Electrical & Electronics Engineering Energy Environmental Science Health Professions Materials Science & Nanotechnology Mechanical Engineering Physics Social Sciences Other

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PENCEMARAN AIR TANAH AKIBAT PEMBUANGAN LIMBAH DOMESTIK DI LINGKUNGAN KUMUH Harmayani, Kadek Diana; Konsukartha, I G. M.
Jurnal Natah Vol. 5, No. 2 Agustus 2007
Publisher : Jurnal Natah

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The spreading pattern of inhabitant in Banjar Ubung Sari, it is causes expanding of human settlements.It’ts cause the poor sewerage disposal of household waste such as toilet and kitchen are not organizedbetter. The waste can also cause contamination of ground water that influences the happening ofspreading some contagion.Research result of well water drill do not contaminated by bacterium, so its can consume to becomedrinking water. For water coming from well dig most impure by bacterium of E.Coli and bacterium ofColiforms, so that the water coming from well dig some of may not consume to become drinking water.But most (82, 98 %) resident of Banjar Ubung Sari are use water of PDAM for everyday requirement.The problems of waste-disposal of urine and faeces are planned by a tank of septik which located inwalkway, this planning is done because insufficient land around the house yard. .Tthis matter also isconducted to avoid the happening of environmental problem, health problem, and to minimize the expenseof septik tank cleaning for the people around.
ANALISIS RISIKO PEMBANGUNAN DAN PENGELOLAAN TPS 3R (REDUCE, REUSE, RECYCLE) DI KOTA DENPASAR (STUDI KASUS TPS 3R DESA SANUR KAUH) I Nyoman Norken; Kadek Diana Harmayani; Kunta parmana
JURNAL SPEKTRAN Vol 7 No 2 (2019): Vol. 7 No. 2, JULI 2019
Publisher : Master of Civil Engineering Program Study, Faculty of Engineering, Udayana University

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RISK ANALISYS OF DEVELOPMENT AND MANAGEMENT OF GARBAGE PROCESSING FACILITY 3R (REDUCE, REUSE, RECYCLE) IN DENPASAR CITY (CASE STUDY OF GARBAGE PROCESSING FACILITY 3R SANUR KAUH VILLAGE)ABSTRACTThe implementation of 3R Garbage Processing Facility in Denpasar City still encounters various obstacles and constraints in its development until it failed in its management, therefore this study aims to analyze various dominant risks that can hinder the development process and management of 3R Garbage Processing Facility so that in the future the development and management of 3R Garbage Processing Facility will be better prepared to anticipate and mitigate the risks that may arise. This research is a case study conducted in the 3R Garbage Processing Facility in Sanur Kauh Village, located in the City of Denpasar. Risk identification in this study was obtained by brainstorming methods, study reports on development activities, observations to locations, and interviews by using questionnaires to those who have competence and direct involvement in the construction and management of the 3R Garbage Processing Facility in Sanur Kauh Village. The results of the study obtained 80 (eighty) risk identifications consisting of: 8 (eight) extreme risk categories, 43 (forty three) high risk categories, 25 (twenty five) moderate risk categories, and 4 (four) low risk categories. The dominant risks were extreme and high risks totaling 51 (fifty one) risks. The dominant risks include the difficulty of mobilizing the community to sort garbage from the source, the issue of dissemination of development to the community, the pros and cons of developing 3R Garbage Processing Facility, obstacles to the formation of KSM (Self-Help Groups), obstacles to preparation of shop drawings and procurement documents and services, operational cost deficits, shortages of human resources, problems with the accumulation and sorting of garbage, and difficulties in obtaining customers. Risk mitigation is, among others, cooperation between the KSM (Self-Help Groups) and the government of Sanur Kauh Village in overcoming the issue of dissemination to the community, financial solutions and the availability of human resources. The allocation of risk was mostly found on KSM (Self-Help Groups) by a percentage of 84.31%.
PERFORMANCE EVALUATION OF THE GOVERNMENT ON FARMERS’ SATISFACTION IN THE OPERATION AND MAINTENANCE OF IRRIGATION NETWORK IN THE IRRIGATION AREA OF TUNGKUB DAS SUNGI I Nyoman Setiawan; I Nyoman Norken; Kadek Diana Harmayani
JURNAL SPEKTRAN Vol 6 No 2 (2018): Vol. 6, No. 2, Juli 2018
Publisher : Master of Civil Engineering Program Study, Faculty of Engineering, Udayana University

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ABSTRAK Kondisi jaringan Daerah Irigasi (DI) Pada daerah Irigasi Tungkub DAS Sungi khususnya pada saluran primer dan sekunder yang merupakan kewenangan pemerintah ditemukan beberapa indikasi kerusakan dan kebocoran air, terdapat pasangan permanen yang mengalami kebocoran akibat kerusakan, serta saluran sekunder yang masih dalam kondisi saluran tanpa pasangan/ existing tanah. Penelitian ini bertujuan untuk mengevaluasi tingkat kinerja Pemerintah dalam Operasi dan Pemeliharaan JaringanIrigasi serta mengevaluasi seberapa besar tingkat kepuasan petani terhadap layanan pemerintah dalam Operasi danPemeliharaan Jaringan Irigasi. Penelitian ini dilakukan pada Daerah Irigasi Tungkub DAS Sungi, digunakan pendekatan eksploratif dan bersifat deskriptif analitis. Dalam hal ini pendekatan eksploratif yaitu mempelajari dan meneliti tentang Daerah Irigasi Tungkub secara langsung, baik melalui kuisioner dan juga observasi atau pengamatan secara langsung.Pengumpulan data dilakukandenganmenggunakan metode purposive sampling yang melibatkan 70 responden, terdiri dari pihak yang expertise dalam bidangnya.Analisis data dilakukan secara deskriptif kualitatif dengan skala likert yang digunakan untuk mengukur sikap, pendapat dan persepsi petani. Hasil penelitian menunjukan bahwa tingkat kinerja pemerintah dalam kegiatan operasi dan pemeliharaan jaringan irigasi pada daerah irigasi tungkub DAS Sungi bahwa pemerintah memiliki kinerja baik dengan pencapaian nilai rata- rata 3.34 dan prosentase pencapai rata –rata sebesar 85.89 %. Sedangkan tingkat kepuasan petani terhadap kinerja yang dilakukan pemerintah menunjukan nilai prosentase lebih kecil yakni sebesar 83.11%, pencapaian tersebut diatas di peroleh dari hasil jawaban responden. Dimana tingkat kepuasan petani akan meningkat bilamana pemerintah mampu menampung aspirasi keinginan petani serta perlu diadakannya peyuluhan dan pelatihan kepada petani terkait kegiatan operasi dan pemeliharaan jaringan irigasi.
MANAJEMEN RISIKO PELAKSANAAN PEMBANGUNAN SISTEM PENGOLAHAN AIR LIMBAH TERPUSAT KOTA DENPASAR TAHAP II (JARINGAN AIR LIMBAH PEDUNGAN) I Gusti Agung Adnyana Putera; Kadek Diana Harmayani; I Gede Indrajaya Putra
JURNAL SPEKTRAN Vol 7 No 1 (2019): Vol. 7, No.1, Januari 2019
Publisher : Master of Civil Engineering Program Study, Faculty of Engineering, Udayana University

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ABSTRACT: Denpasar Centralized Waste Water Treatment System Project Phase II (Pedungan Waste Water Network) was conducted in Fiscal Year 2015. The project has been undertaken to improve the service of domestic waste water from households, boarding houses, restaurants, hotels, as well as villas. Processing system used is the centralized piping system and the management of the local system IPLT (Faecal Matter Processing Installation) as well as expanding the waste water pipe network in the city of Denpasar. IPLT development is a project that is claimed as the project's first stool processing engine technology in Bali. Based on this, there is a need to study of the risks that occur during the construction of the project. The research was conducted through interviews along with personnel experience and expertise, manufacture and distribution of the questionnaire, doing a test from the result of questionnaire with test the validity and reliability risks that arise in the implementation of this project. Risks are obtained in this study a number of 71. The distribution of risk acceptability in the project as much as 8 (11.27%) risk (less precise drawings, project specifications and addendum provided by the owner), including unacceptable, 50 (70.42%) risk ( quality concrete Pile Anchorge that does not comply with the specifications approved) including undesirable, 9 (12.68%) risk (operational and overhead costs are high) including acceptable, 4 (5.63%) risk (the use of the funds out of contract ) including negligible. Risk mitigation is only given to major risk include risk unacceptable and undesirable risk. Based on the results of the risk management, implemented regulations on ownership of risk (risk ownership) against perpetrators (project owners, consultants, planners, consultants and contractor supervision) involved in the implementation of Denpasar centralized wastewater treatment system project.
PERAN SERTA PEMANGKU KEPENTINGAN DALAM PENGELOLAAN JARINGAN IRIGASI PADA DAERAH IRIGASI TIYINGTALI DI KABUPATEN BULELENG Ni Made Agia Dwita Utami; Krisna Kurniari; Kadek Diana Harmayani; Gusti Ayu Putu Candra Dhamayanti
JURNAL SPEKTRAN Vol 9 No 1 (2021)
Publisher : Master of Civil Engineering Program Study, Faculty of Engineering, Udayana University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24843/SPEKTRAN.2021.v09.i01.p07

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Keberhasilan sektor pertanian tidak terlepas dari manajemen pengelolaan sistem jaringan irigasi dan peran serta pemangku kepentingan yaitu pemerintah dan pengelola subak. Sampai saat ini masih banyak permasalahan yang dialami dalam pengelolaan jaringan irigasi akibat kurang optimalnya peran serta pemangku kepentingan, lambatnya respon penanganan terhadap masalah pengelolaan jaringan irigasi sehingga berdampak pada tidak meratanya pembagian air dari saluran tersier ke areal pertanian. Hal ini juga terjadi pada Daerah Irigasi (DI) Tiyingtali yang mengalami permasalahan jaringan irigasi seperti terjadinya sedimentasi pada saluran sekunder yang mengakibatkan besarnya volume pelimpahan air saat musim hujan, serta kurang optimalnya pembagian air dari hulu ke hilir. Sehingga penelitian ini bertujuan untuk menganalisis peran serta pemangku kepentingan dalam pengelolaan jaringan irigasi pada DI Tiyingtali. Pendekatan yang digunakan dalam penelitan adalah dengan pendekatan eksploratif dan metode deskritif analitis. Pengumpulan data dilakukan menggunakan kuisioner dan wawancara. Teknik pengambilan sampel/responden pada penelitian ini menggunakan metode purposive sampling, yaitu responden yang menangani pengelolaan jaringan irigasi di DI Tiyingtali yang mecakup pemerintah 25 responden dan pengelola subak 33 responden. Analisis data dilakukan menggunakan regresi linear untuk menganalisis pengaruh peran serta pemangku kepentingan terhadap pengelolaan jaringan irigasi. Selanjutnya dilakukan analisis deskriptif dari hasil wawancara untuk merumuskan upaya peningkatan kinerja dan peran serta pemangku kepentingan. Hasil penelitian menunjukkan pemangku kepentingan berperan sebesar 68,3% dalam pengelolaan jaringan irigasi, sedangkan 31,7% sisanya dipengaruhi oleh faktor lainnya. Pemangku kepentingan secara bersama-sama berpengaruh signifikan secara simultan dan secara parsial terhadap pengelolaan jaringan irigasi artinya peningkatan peran serta pemangku kepentingan secara simultan maupun parsial akan meningkatkan kegiatan pengelolaan jaringan irigasi.
MANAJEMEN RISIKO TAHAP KONSTRUKSI PEKERJAAN PENINGKATAN JARINGAN IRIGASI DAS (DAERAH ALIRAN SUNGAI) TUKAD SUNGI DI KABUPATEN TABANAN I Nyoman Norken; Kadek Diana Harmayani; Ni Putu Indah Yuliana
JURNAL SPEKTRAN Vol 7 No 1 (2019): Vol. 7, No.1, Januari 2019
Publisher : Master of Civil Engineering Program Study, Faculty of Engineering, Udayana University

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RISK MANAGEMENT AT THE CONSTRUCTION STAGE OF IMPROVING THE IRRIGATION NETWORK OF THE SUNGI RIVER WATERSHED AREA IN TABANAN REGENCY ABSTRACT The implementation of irrigation network improvement project in Sungi River Watershed is quite complex because it is related to water regulation system by water user farmer association (subak). In the implementation there are various risks that may affect the cost, quality and timing of the project. The purpose of this study was to identify risks, assess and determine the acceptance of risk, determine the dominant risk and mitigation actions and risk ownership for the dominant risk. The research was conducted in the Irrigation Areas (IA) of Cangi, Bunyuh, and Baru Kedokan with a combination method (quantitative and qualitative descriptive). The data collection was done by distributing questionnaires to respondents directly involved in the project implementation. The number of respondents was 20 people and selected by purposive sampling. The results showed identified risks of 36 risks with 14 risks of previous research outcomes and 22 risks from brainstorming results. The risk assessment and acceptance results were categorized as undesirable 52.78%, acceptable 33.33%, negligible 13.89%, and no risk was found in the category of unacceptable. Mitigation was conducted on the undesirable risks by making changes to the initial design plan in accordance with the field conditions, intensifying the implementation of the supervision in the field and carrying out the work in accordance with the operational standards and procedures contained in the contract. The ownership of risk was allocated to the parties involved in the project implementation including job owners 8 risks, supervisory consultants 9 risks, contractors 16 risks and farmer community 1 risk. The undesirable risk should be the concern of the parties involved in the project so that the final results of the work were in accordance with quality, cost, and time planned.
EVALUASI SISTEM PENYEDIAAN AIR BERSIH MENGGUNAKAN SOFTWARE WATERCAD DI DESA BATUNGSEL KECAMATAN PUPUAN KABUPATEN TABANAN Mawiti Infantri Yekti; Kadek Diana Harmayani; I Nyoman Dharma Krisnahadi
JURNAL SPEKTRAN Vol 8 No 1 (2020): VOL. 8, NO. 1, JANUARI 2020
Publisher : Master of Civil Engineering Program Study, Faculty of Engineering, Udayana University

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Batungsel Village utilizes clean water sourced from Sumber Tumpang Telu with existing water discharge from 2 (two) adjacent springs as much as 5,348 liters / second and 7,109 liters / second. At present, almost 20% of the community has not been served with clean water, and the existing distribution pipeline system has been able to meet 2 (two) existing banjars, namely the Batungsel Kelod and the Batungsel Kaja banjar. The results of the analysis of population growth projections show the arithmetic method which has the smallest standard deviation value. The average clean water needs for Batungsel village until 2033 are Banjar Batungsel Kelod at 1.75 liters / second, Banjar Batungsel Kaja at 2.71 liters / second, Banjar Dinas Pempatan at 0.01 liters / second and clean water needs at the development phase of the Dinas Pempatan banjar is 1.20 liters / second. The simulation results of the WaterCAD V8i program provide simulation results with pipes that do not meet the speed requirements, so that at the development stage a pipe diameter change is made according to the planning criteria and the development stage in the Pangkalan Service Office with the WaterCAD V8i program has met the planning standards. The development phase is planned to use PVC pipe class S-10 which is able to withstand a maximum pressure of 12.5 atm with fixed demand requirements or average water requirements of 0.11 liters / second.
PARTISIPASI SUBAK DAN PEMERINTAH TERHADAP OPERASI DAN PEMELIHARAAN PASCA PEMBANGUNAN INFRASTRUKTUR DISIMP II PADA DAERAH IRIGASI GADON DAS SUNGI DI KABUPATEN TABANAN Wayan Yuliartha; I Nyoman Norken; Kadek Diana Harmayani
JURNAL SPEKTRAN Vol 6 No 1 (2018): Vol. 6, No. 1, Januari 2018
Publisher : Master of Civil Engineering Program Study, Faculty of Engineering, Udayana University

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Abstract

lack of Subakparticipation as a water user farmer association (P3A) and the Government of the Operation and Maintenance of the irrigation network which resulted in disruption of the network as a whole. In line with this, one of the activities to be carried out is the rehabilitation of Irrigation network in the River Basin of Empas-Sungi especially in GadonIrrigation Area in Tabanan on the activities of DISIMP II (Decentralized Irrigation System Improvement Project in Eastern Region of Indonesia Phase II), which aims to restore and improve the functions of network facilities and irrigation.The study was conducted on Gadon D.I Watershed of SungiRiver with explorative methods, that is, studying and evaluating DI Gadon on the Watershed of Sungi River, by conducting interviews with members of Subak and relevant agencies. 73 respondents were selected based on purposive sampling method to measure attitudes, opinions and perceptions of Subak and the Government using Likert scale. Data were analyzed using descriptive qualitative methods and Linear regression to determine the role of water control system and the government against the post-construction operation and maintenance of infrastructure of DISIMP II in Gadonirrigated areas in the watershed of Sungi River in Tabanan Regency.Regression analysis showed that the Government had shown a greater role withthe beta standardizedcoefficient value of 0.499 (49.9%), followed by the role of Subak / P3A amounting to 0.344 or 34.4% of the Operations and Maintenance while 15.7% was influenced by factors that had not been included in this study. In this study, Subak / P3A had the participation or role lower than the participation of the government. The results also showed that the increase in government participation and Subakwill improve the operation and maintenance of the irrigation network of post Infrastructure Development of DISIMP II either partially or simultaneously. Keywords: Participation, SubakGadon, Government, Operations and Maintenance.
ANALYSIS EFFECT OF LEACHATE ON SANDY CLAY SOIL I Nyoman Aribudiman; I Wayan Redana; Kadek Diana Harmayani; Yenni Ciawi
International Journal of Engineering and Emerging Technology Vol 4 No 1 (2019): January - June
Publisher : Doctorate Program of Engineering Science, Faculty of Engineering, Udayana University

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Abstract

Soil as a place of establishment of building can be very vulnerable to experiencing changes, especially by the influence of surrounding environment. Leachate has definition of waste water that formed from waste seepage water roomates is Often found in a dumpsite. The difference in the effect of leachate levels on soil characteristics soil changes may results. The aim of the research is to know the effect of leachate on soil characteristic in landfill Temesi, Gianyar. This is at the sampling site Because there is untreated leachate pollutes soil roomates around dumpsite. In testing the soil characteristics in the form of physical properties, mechanical properties, and soil permeability, the sample collected from the landfill leachate Temesi and determined by level variations with a percentage of 0%, 20%, 40%, 60%, 80% and 100% to water added to sandy clay soil with Atterberg limits test to Obtain Data on soil physical properties in the form of liquid limit values, plastic limits, and shrinkage limits. The CD (Consolidated Drained) triaxial tests to Obtain Data on soil mechanical properties in the form of cohesion values (c) and internal friction angle (?). The test was Carried at Soil Mechanics Laboratory of the Faculty of Engineering Udayana University. The result of Atterberg limits test with 0% to 100% leachate Increased by 39.91% to 57.18% for liquid limit, 22.81% to 43.63% for plastic limit, and 34.23% to 50.41% for shrinkage limit with average increase of 8.65% for liquid limit , 18:26% for plastic limit, and 9:45% for shrinkage limit. For the result of CD triaxial tests with 0% to 100% leachate Decreased by 5.6 ° to 12.2 ° internal friction angle (?) and 0. 349 kg/cm2 to 0249 kg/cm2 for cohesion values (c) with average decline 10.82% for internal friction angle (?) and 5.73% for cohesion value (c). The permeability value with 0% to 100% leachate Decreased by 0.000163 cm/seconds to 0.000075 cm/seconds with average decline 10.79%.
Pemodelan Sumur Resapan Sebagai Upaya Penurunan Risiko Banjir Kota Denpasar pada DAS Badung Tri Hayatining Pamungkas; Mawiti Infantri Yekti; Kadek Diana Harmayani; Siti Nurul Khotimah; Made Kariyana
Jurnal Aplikasi Teknik Sipil Vol 20, No 3 (2022)
Publisher : Departemen Teknik Infrastruktur Sipil Institut Teknologi Sepuluh Nopember Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1816.649 KB) | DOI: 10.12962/j2579-891X.v20i3.11785

Abstract

Badan Penanggulangan Bencana Daerah Provinsi Bali pada tahun 2013 menyatakan bahwa beberapa wilayah Denpasar terendam banjir karena tingginya curah hujan pada daerah pemukiman sehingga terjadi genangan di beberapa area. Dampak kejadian banjir dapat dikurangi dengan membangun sumur resapan. Sumur resapan mampu menurunkan debit dan limpasan hujan dengan cara meningkatkan kapasitas infiltrasi di daerah aliran sungai. Perencanaan sumur resapan dianalisis dengan menerapkan remote sensing pada DAS Badung yang terdapat di wilayah Denpasar. Selanjutnya dilakukan perhitungan banjir dengan software HEC-HMS dan perencanaan sumur resapan berdasarkan SNI 03-2453-2002. Hasil analisis sumur resapan pada sub DAS Badung dapat menurunkan debit banjir kala ulang 50 tahun sampai 50,70% dan volume limpasan banjir 74,09%. sehingga penerapan pemanenan air hujan dengan sumur resapan dapat dijadikan salah satu referensi sebagai bentuk penerapan konservasi sumber daya air dalam upaya penurunan risiko bencana banjir di Kota Denpasar.
Co-Authors A. A. Diah Parami Dewi Adiputra, I Komang Hotra Anak Agung Ratu Ritaka Wangsa Bhaskara, I Gusti Agung Gede Wiranata Biantara, I Wayan Arya Cokorda Agung Wahyu Purnamasidhi Darren Junior Dewa Ayu Fony Prema Shanti Dewa Ketut Sudarsana Gayatri, I Gusti Agung Sasih Gede Adi Wiguna Sudiartha Gusti Ayu Putu Candra Dhamayanti Hutagalung, Debora Sofia Fransiska I Dewa Ayu Agung Warmadewanthi I Dewa Made Sukrama I G. M. Konsukartha I Gede Indrajaya Putra I Gede Purna Weisnawa I Gusti Agung Adnyana Putera I Komang Hotra Adiputra I Made Kariyana I Nyoman Aribudiman I Nyoman Dharma Krisnahadi I Nyoman Norken I Nyoman Setiawan I W BUDIARSA SUYASA I Wayan Arya Biantara I Wayan Redana I.D.A.A Warmadewanthi Ida Ayu Rai Widhiawati IGM. Konsukartha Jerry Jerry Junior, Darren Komang Ayu Witarini Krisna Kurniari Kunta parmana Mahendra, Daniel Rizal Marini, Putu Lidia Mawiti Infantri Yekti Mecris Mides Yumame Merry Kristianty Nagai, Masahiko Ni Made Agia Dwita Utami Ni Made Pertiwi Jaya Ni Made Susilawathi Ni Nyoman Pujianiki Ni Putu Indah Yuliana Purwaningsih, Diyah Ayu Putu Kintan Wulandari Redana, I W Shanti, Dewa Ayu Fony Prema Siti Nurul Khotimah Sudiartha, Gede Adi Wiguna Supriyani, Nyoman Dewi Susilawathi, Ni Made Tri Hayatining Pamungkas Wayan Yuliartha Weisnawa, I Gede Purna Wulandari, Putu Kintan Yenni Ciawi