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PEMBERDAYAAN KELOMPOK PENGELOLA PANTAI MERTASARI DALAM PENGEMBANGAN RANCANGAN REVITALISASI KAWASAN PANTAI MERTASARI SEBAGAI DAERAH EKOWISATA Agus Kurniawan; Nuri Arthana; Kadek Windy Candrayana
Jurnal Abdi Daya Vol. 2 No. 2 (2022): Jurnal Abdi Daya Vol.2 No.2 Tahun 2022
Publisher : Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22225/jad.2.2.2022.1-11

Abstract

Desa Adat Intaran mengelola Pantai Mertasari yang merupakan Objek Wisata (DTW) pesisir sejak tahun 2014. Berada di Desa Sanur Kauh yang berada di Kecamatan Denpasar Selatan. Sebagai mitra, Pengelola Wisata Pantai Mertasari dapat memberikan saran atau masukan. tentang rancang bangun, pengembangan, dan kualitas sarana penunjang wisata pantai, yang harus disesuaikan dengan kemampuan pembiayaan pelaksanaan pembangunan yang akan mereka persiapkan nanti. Selain itu, diperlukan pula kontribusi kelompok masyarakat dalam mencari informasi yang dibutuhkan dalam menyusun, misalnya, informasi ukuran lokasi, titik batas kepemilikan lokasi, dan lain-lain. Masalah aksesibilitas dan parkir, perdagangan dan fasilitas perikanan, ruang terbuka publik, lapangan dan taman terbuka, dan fasilitas pendukung rekreasi adalah beberapa masalah yang dihadapi mitra di lapangan. Menata ulang jalur pejalan kaki pesisir dan pemasangan fasilitas untuk kegiatan bersepeda di jalan akan mengatasi masalah aksesibilitas dan parkir.Th Pembangunan bale kelompok nelayan merupakan solusi dari permasalahan fasilitas nelayan. Penataan ruang terbuka hijau publik dengan fasilitas rekreasi lansia dan landmark kawasan merupakan solusi dari permasalahan ruang terbuka publik, lapangan terbuka, dan taman. Pembangunan bale kelompok nelayan tempat rekreasi outbond dan rekreasi anak, serta fasilitas kegiatan pantai yang aman dan dermaga wisata merupakan solusi dari permasalahan fasilitas penunjang rekreasi.
PEMBERDAYAAN TIM PENGEMBANGAN DESA WISATA DALAM PENATAAN PASAR DESA BESANG KANGIN, KELURAHAN SEMARAPURA KAJA Kadek Windy Candrayana; Agus Kurniawan; Ni Komang Armaeni; Ketut Darma
Jurnal Abdi Daya Vol. 2 No. 2 (2022): Jurnal Abdi Daya Vol.2 No.2 Tahun 2022
Publisher : Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22225/jad.2.2.2022.21-29

Abstract

Tourism has a very significant impact on economic development in a region. Tourism plays a role in accelerating the process of economic transformation in rural areas. Villagers who initially worked as farmers gradually learned to develop services to support tourism in a village. The momentum of tradition, culture and environmental exoticism can be packaged as village tourism products that attract visitors from outside the region. Efforts to increase the number of tourist villages to drive the village economy were also carried out in several villages in the Province of Bali. One of the village plans that will be developed as an ecotourism-based village is Besang Kangin Village, which is included in the administrative area of Semarapura Kaja Village. The previous year's PKM activities resulted in a jogging track master plan to attract visitors to Besang Kawan Village. As a supporting facility for tourism villages, the Besang Tourism Village Development Team plans to propose structuring traditional markets as one of the objects and places to market village community handicraft products. The problem faced in realizing this arrangement is the occurrence of floods which cause landslides in the market area, so a market arrangement design is needed that is safe from flooding and has a better appearance as a tourism object plan.
Pemberdayaan Masyarakat dalam Perlindungan Mata Air di Desa Adat Sibetan, Karangasem, Bali Kadek Windy Candrayana
Jurnal Abdi Daya Vol. 4 No. 1 (2024): Jurnal Abdi Daya Vol.4 No.1 Tahun 2024
Publisher : Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22225/jad.4.1.2024.41-49

Abstract

In addition to its benefits as a means of fulfilling water needs, springs in Bali Province also play a role in religious activities in Bali. Religious rituals that utilize springs as a means are melukat. Melukat is a self-cleansing ritual that is currently popular as religious tourism offered by several spring areas in Bali. Yeh Jepun Spring located in Sibetan Village is used as a source of clean water for the surrounding community. The condition of the spring is currently threatened by flooding that occurs in the river so spring protection is needed. This activity is carried out by designing protection and arrangement of springs to be able to provide added value to the spring area. The implementation of the activity begins with the implementation of a survey in the form of a topographic survey, discharge measurement survey, and water quality testing. The results of this activity are embankments surrounding the spring, spring boundaries and the arrangement of springs.
Perencanaan SPAM Mata Air Dedari Untuk Pemenuhan Kebutuhan Air Masyarakat Desa Sibetan Kadek Windy Candrayana; AA Sagung Dewi Rahadiani; Ni Wayan Nurwarsih
Jurnal Abdi Daya Vol. 5 No. 1 (2025): Jurnal Abdi Daya Vol.5 No.1 Tahun 2025
Publisher : Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22225/jad.5.1.2025.46-54

Abstract

This community service activity was carried out to support Sibetan Village, particularly Banjar Telaga, which is still facing limited access to clean water. The potential to meet clean water demand comes from the Dedari Spring, with a discharge of 1.5 liters/second, which is considered sufficient to serve 50 households at present and for the next 15 years. However, the spring is located below a cliff with an elevation difference of 107.78 meters from the reservoir point, thus requiring pumping technology for distribution. The methods used included field surveys, discharge measurements, water demand analysis, and the technical design of a Drinking Water Supply System (SPAM). The design process was carried out using hydraulic simulations with WaterCAD software to determine pump capacity, reservoir dimensions, and pipeline networks. Student involvement in mapping and analysis also provided academic value and practical experience in applying their knowledge. The results of the activity include a SPAM design equipped with a pump of 120-meter head, a discharge of 1 liter/second, a reservoir capacity of 30 m³, and a pipeline network of 1,686 meters. The network pressure meets the required standards, and the design is complemented with detailed drawings and a cost estimate of IDR 447,628,512.62. This design is expected to improve clean water access, support funding proposals, and align with the SDGs target of providing clean water and proper sanitation.
PERFORMANCE ANALYSIS OF THE WARMADEWA EDUCATIONAL HOSPITAL BUILDING CONSTRUCTION PROJECT Ni Made Jero Suarmini; I Wayan Gde Erick Triswandana; Kadek Windy Candrayana
Journal of Infrastructure Planning and Engineering Vol. 3 No. 2 (2024)
Publisher : Master Program of Infrastructure and Environmental Engineering, Postgraduate Program, Warmadewa University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22225/jipe.3.2.2024.63-68

Abstract

In a project, effective management is crucial for organizing workflow and control to achieve the project's objectives. Project management involves continuous monitoring and evaluation of project performance to ensure that all parts of the project are on track. The aim of this study is to analyze the performance of the Warmadewa Educational Hospital Building Construction Project in terms of cost and time using the Earned Value method. The data used consists of primary data obtained from field observations and interviews, as well as secondary data from weekly reports, the Budget Plan (RAB), and the project schedule. The analysis shows that the project experienced delays from the first week up to the evaluation week. The Schedule Variance (SV) and Schedule Performance Index (SPI) analysis indicates that the project is progressing slower than planned. From the Estimate To Complete (ETC) and Estimate At Completion (EAC) analyses, the project is estimated to require an additional 719 days to complete. This represents a delay of 92 days from the initial planned duration of 627 days. The Cost Variance (CV) and Cost Performance Index (CPI) analysis indicate that the project costs are within the budget.
Pendampingan Penyusunan Penataan Fasilitas Penunjang di Kawasan Pura Sad Kahyangan Luhur Andakasa, Karangasem, Bali I Gede Surya Darmawan; I Kadek Windy Candrayana; Dewa Ayu Nyoman Sriastuti
Jurnal Sutramas Vol. 2 No. 2 (2022)
Publisher : Fakultas Teknik Universitas Warmadewa

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Abstract

Pura Andakasa merupakan salah satu Pura Sad Kahyangan yang diyakini sebagai tempat pemujaan Dewa Brahma yang sangat disucikan dan dipuja oleh seluruh masyarakat Bali. Namun keberadaan Pura Andakasa sebagai Pura Kahyangan Jagat, belum didukung dengan fasilitas penunjangnya yang terkesan belum tertata dengan baik. Tahun 2021, Fakultas Teknik dan Perencanaan Universitas Warmadewa telah melaksanakan Pengabdian Kepada Masyarakat dan melaksanakan Kerjasama Operasional dengan pihak Mitra yaitu Pengemon Pura Andakasa dan telah menghasilkan Masterplan Penataan Kawasan yang menghasilkan Block Plan. Selanjutnya, beberapa kelompok Dosen melanjutkan pada tahap pendetailan yang pada PkM ini, Tim PkM mencoba menyelesaikan permasalahan keteknikan di kawasan utama yaitu di Pura Luhur Andakasa. Adapun beberapa permalahan yang yang berfokus kepada penataan fasilitas penunjang di kawasan Pura Andakasa antara lain : penataan kawasan yang terkesan sporadis dikarenakan belum ada layout plan di kawasan utama, keterbatasan lahan parkir serta penataan parkir mobil dan motor yang terkesan sporadic, peletakan dan penataan fasilitas penunjang seperti warung yang sporadis dan tercampur dalam prosesi keagamaan, berbaurnya sirkulasi kendaraan dan manusia di wilayah yang seharusnya hanya bisa diakses oleh sirkulasi pemedek/ manusia, belum adanya ruang tunggu pemedek pura sekaligus penunjang aktivitas pura, belum adanya penanda yang menjadi landmark kawasan sekaligus penataan lingkungan kawasan yang menunjang keberadaan Pura Andakasa sebagai salah satu Pura Sad Kahyangan Jagat, serta geometric dan kemiringan jalan yang terjal sehingga menyulitkan pemedek untuk mengakses Pura dengan kendaraan mobil pribadi. Berdasarkan permasalahan ini, solusi yang ditawarkan Tim PkM antara lain : pembuatan rancangan penataan fasilitas penunjang Pura Andakasa dalam wujud Layout Plan, perancangan Detail Engineering Drawing (DED) Parkir, Warung, Wantilan, Bale Pewaregan dan Toilet, serta perencanaan Rencana Anggaran Biaya (RAB) dan skenario tahapan pelaksanaan pembangunan berdasarkan skala prioritas berdasarkan perkiraan dana yang didapatkan.
Perencanaan Pengendalian Simpang Tak Bersinyal Pada Simpang Jalan Raya Uluwatu Jimbaran – Jalan Raya Kampus Udayana, Kecamatan Kuta Selatan Kabupaten Badung Ni Made Widya Pratiwi; I Nengah Oki Dwi Andika; Kadek Windy Candrayana
Reinforcement Review in Civil Engineering Studies and Management Vol. 5 No. 1 (2026)
Publisher : Universitas Pendidikan Nasional

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.38043/reinforcement.v5i1.7180

Abstract

Simpang tak bersinyal Jalan Raya Kampus Udayana–Jalan Raya Uluwatu Jimbaran merupakan salah satu titik kemacetan di wilayah Badung Selatan, Bali. Kondisi tersebut dipengaruhi oleh tingginya volume lalu lintas, aktivitas komersial di sekitar simpang, serta hambatan samping akibat kendaraan yang berhenti dan parkir di badan jalan. Penelitian ini bertujuan untuk menganalisis kinerja simpang tak bersinyal tersebut serta memberikan alternatif solusi untuk meningkatkan kapasitas dan mengurangi derajat kejenuhan. Metode penelitian dilakukan melalui survei kondisi geometrik, volume lalu lintas, dan hambatan samping menggunakan rekaman video selama 14 jam pada hari kerja dan hari libur. Data dianalisis menggunakan pendekatan Pedoman Kapasitas Jalan Indonesia (PKJI) 2023 dengan parameter utama berupa kapasitas simpang (C), derajat kejenuhan (Dj), tundaan rata-rata (T), dan peluang antrian (Pa%). Hasil analisis menunjukkan bahwa kondisi eksisting simpang memiliki kapasitas sebesar 2360,08 smp/jam, derajat kejenuhan 0,92, tundaan 16,135 detik/smp, dan peluang antrian antara 34%–67%, yang berarti simpang sudah tidak memenuhi syarat kelayakan (Dj < 0,85). Penerapan alternatif pengaturan hambatan samping meningkatkan kapasitas menjadi 2439,62 smp/jam dan menurunkan derajat kejenuhan menjadi 0,89, dengan tundaan 15,282 detik/smp. Sementara itu, kombinasi pengaturan hambatan samping dengan pembatasan jenis kendaraan (kendaraan sedang/KS) menghasilkan kinerja terbaik, yaitu kapasitas 2526,17 smp/jam, derajat kejenuhan 0,82, tundaan 13,946 detik/smp, dan peluang antrian 28%–56%. Secara keseluruhan, hasil penelitian menunjukkan bahwa penggabungan pengaturan hambatan samping dan pembatasan gerak belok kanan efektif dalam meningkatkan kinerja simpang tak bersinyal, menurunkan tingkat kejenuhan, serta memperlancar arus lalu lintas di kawasan komersial dan pendidikan seperti Jimbaran.
ANALISIS PERBANDINGAN SIMPANGAN STRUKTUR BAJA PASAR RAKYAT BANYUASRI DI BULELENG PADA MODEL DENGAN DAN TANPA BASEMENT I Made Griadi Dharma Putra; I Putu Ellsa Sarassantika; Kadek Windy Candrayana
Jurnal Rekayasa Teknik Sipil dan Lingkungan - CENTECH Vol. 6 No. 1 (2025): Jurnal Rekayasa Teknik Sipil dan Lingkungan, April 2025, ISSN 2722-0230 (Online
Publisher : UKI Press

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Abstract

Development in Indonesia is currently experiencing very rapid development, with the development of technology in the construction sector, to meet the aesthetic aspects of buildings and due to limited land, it is planned that building construction will be multi-storey. In the planning and design of multi-storey buildings, the decision to include or not include a basement has significant implications for the structural behavior of the building, particularly in relation to lateral drift and overall stability. Lateral drift, or horizontal shift between levels, is a crucial parameter in ensuring the comfort and structural integrity of buildings when facing lateral loads such as earthquakes. Comparative analysis between these two models is important to understand the influence of the presence of a basement on the dynamic response of a building. The main focus is to evaluate the extent to which the presence of a basement influences the lateral stiffness and dynamic response of the building. Analysis shows that the drift value produced by the model without basement is smaller than the model with basement. Namely, the maximum value for the model without a basement is 17.3 mm and the model with a basement has a maximum value of 29.1 mm with a clearance of 54.6 mm on the 3rd floor in the x direction and in the Y direction. The maximum value for the model without a basement is 25.4 mm and the model with a basement has a maximum value of 43.6 mm with a clearance of 54.6 on the 3rd floor. Based on the results of the analysis that has been carried out, it shows that both models have met the earthquake resistance requirements such as base force. seismic, permissible deviations between floors, capital, and mass inclusions. Keywords: Steel structure; drift; etabs; models without basement; models with basement
Cash Flow Analysis for Financial Control in the SDN 6 Kuta Building Construction Project I Gede Wahyu Adi Putra; Ida Ayu Cri Vinantya Laksmi; Kadek Windy Candrayana
Jurnal Ilmiah Telsinas Vol 9 No 1 (2026)
Publisher : Universitas Pendidikan Nasional

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.38043/telsinas.v9i1.7492

Abstract

The construction industry plays a significant role. Construction projects carry a high level of risk, particularly in financial management and in balancing cash flow between revenue and expenditure. This study aims to analyze cash flow and evaluate the financial condition of the SDN 6 Kuta building construction project based on the schedule. The method used is descriptive quantitative, utilizing secondary data in the form of the Implementation Budget Plan, time schedule, and project progress reports. The results indicate that the project's Implementation Budget Plan Rp 1,975,413,914, with a payment system in installments and a 10% down payment. An analysis of the existing cash flow indicates a cash flow imbalance. In some periods, particularly until the middle of the project, cash outflows exceeded cash inflows, resulting in a deficit (overdraft), requiring the contractor to use personal funds to maintain the project. The implementation of alternative policies, such as increasing the down payment to 25% and adding additional funding sources, resulted in a more stable cash flow pattern, with cash receipts tending to exceed expenditures for most of the project period. Although the profit under the existing policy is higher at 12.58% compared to the alternative policy at 9.45%, the alternative policy is considered more optimal because it reduces the risk of overdrafts and improves the project's financial stability. Therefore, proper cash flow management through adjustments to payment systems and funding strategies significantly impacts the success of construction projects, not only in terms of profitability but also in terms of liquidity and project sustainability.