Claim Missing Document
Check
Articles

Found 13 Documents
Search

PENGARUH RELATIONSHIP MARKETING TERHADAP LOYALITAS NASABAH DENGAN KEPUASAN SEBAGAI VARIABEL INTERVENING: (Studi Kasus Pada BRI Kantor Unit Citra Sudiang Makassar) Cangara, Satriawati
Jurnal Ilmiah Ecosystem Vol. 17 No. 3 (2017): Vol 17 No 3 (2017): September-Desember 2017
Publisher : Lembaga Penelitian dan Pengabdian pada Masyarakat Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

Strategi yang dapat dilakukan untuk mempertahankan eksistensi perusahaan adalah dengan menerapkan relationship marketing. Pihak BRI Kantor Unit Citra Sudiang Makassar telah menerapkan Relationship Marketing dengan baik. Namun, terjadi peningkatan jumlah penutupan rekening nasabah selama tiga tahun terakhir. Selain itu terdapat kesenjangan hasil di beberapa penelitian sebelumnya. Perumusan masalah dalam penelitian ini adalah adakah pengaruh antara ikatan keuangan, ikatan sosial dan ikatan struktural secara langsung dan tidak langsung terhadap loyalitas nasabah serta adakah pengaruh antara kepuasan terhadap loyalitas nasabah. Tujuan dari penelitian ini adalah untuk mengetahui pengaruh antara ikatan keuangan, ikatan sosial dan ikatan struktural secara langsung dan tidak langsung terhadap loyalitas nasabah serta mengetahui pengaruh antara kepuasan terhadap loyalitas nasabah.Populasi dalam penelitian ini adalah seluruh nasabah BRI Kantor Unit Citra Sudiang Makassar. Penarikan sampel menggunakan teknik Accidental Sampling. Sampel dihitung menggunakan rumus iterasi di peroleh sebanyak 100 responden. Metode pengumpulan data dilakukan dengan dokumentasi, dan kuesioner. Metode analisis data penelitian ini menggunakan path analysis dengan tingkat signifikan sebesar 5 %.
Analisis Kehilangan Energi Pada Pipa PVC Akibat Belokan Dan Perubahan Penampang Ramdan, Ramdan; Yusuf, Andi Rumpang; Cangara, Satriawati
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 2 No. 2 (2024): Jurnal Penelitian Teknik Sipil Konsolidasi, Mei 2024
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jptsk.v2i2.3152

Abstract

Water is a very important need for life on earth, especially living things such as humans, plants, animals and others. To meet these water needs, humans make various efforts to get it. Energy loss is a factor that affects the capacity of pipes as a means of conducting the flow of both water and oil. Energy loss leads to a reduction in flow discharge. Energy loss is caused by several factors including the roughness of pipe walls. In general, in a pipeline installation, two types of energy loss are known, namely energy loss due to friction and energy loss due to changes in miners and other accessories. From the test results, the largest energy loss occurred in the 3/4 pipe (P1 and P2) inch of 0.0092 m, also having a large flow speed of 0.579 m / second. The cause of the large energy loss due to friction between fluid and pipe walls or called major losses (hf) in normal pipes is greater than pipe cross-sectional changes and pipe bend resistance. Meanwhile, the flow speed in a normal pipe with a diameter of 2 inches has a flow speed of 0.080 m / s and an energy loss of 0.0000657 m and a flow speed in a normal pipe with a diameter of 3/4 inch has a flow speed of 0.571 m / s and an energy loss of 0.0033 m.
Tinjauan Efektivitas Kanal Sinrijala Pada Jalan Sukaria dalam Pengendalian Banjir Kota Makassar Sardinar, Tyas Maulida; Yusuf, Andi Rumpang; Cangara, Satriawati
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 2 No. 2 (2024): Jurnal Penelitian Teknik Sipil Konsolidasi, Mei 2024
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jptsk.v2i2.3277

Abstract

Flooding is a seasonal threat that occurs when water overflows from existing channels and inundates the surrounding area. Floods are the most frequent and most detrimental natural threat. Sinrijala Canal is a channel that drains water from the Pettarani region to the sea through the Pannampu Canal with a length of 2.36 km. The canal serves as an urban drainage and as the main base for flood control. The method used in this study is quantitative method. This research method can be done by collecting data and processing data so as to produce data that can solve research problems. Sinrijala's current drainage condition does have several problems, especially in the physical building. The flatness of the channel base and the reduced carrying capacity of the channel are caused by sedimentation. Therefore, handling is needed in the form of normalization activities in the form of dredging regularly and periodically. The channel discharge in the Sinrijala Canal is smaller than the puddle discharge so that the capacity of the canal drainage channel cannot drain or accommodate the amount of inundation in rainy conditions so that there is an overflow of 313.31 m3 / second. Sinrijala canals are declared ineffective for flood control because the flood discharge exceeds the discharge capacity that can be accommodated by the canal channel.
Analisis Pengendalian Banjir DAS Kasiping Kota Bantaeng Sulawesi Selatan Anggraeny, Nur Syifa; Yusuf, Andi Rumpang; Cangara, Satriawati
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 2 No. 2 (2024): Jurnal Penelitian Teknik Sipil Konsolidasi, Mei 2024
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jptsk.v2i2.3304

Abstract

Flooding is a situation where an area is inundated by water, which causes significant losses both morally and materially. This research was carried out in Bantaeng City, Bonto Tiro village, precisely in the Kasiping watershed, with the aim of analyzing the amount of rainfall and flood discharge for return periods of 25, 50 and 100 years as well as analyzing flood control methods. In planning regional average rainfall using the algebraic average method then calculating the planned rainfall using the log pearson type III method and the gumbel method. To strengthen the distribution selection, the Chi-square test and the Smirnov Kolmogorof test were used, then an analysis of the planned flood discharge was carried out using the HSS Nakayasu method. Based on calculations, the flood discharge for the 25 year return period (Q25) is 46.75 m3/sec, the 50 year return period (Q50) is 56.51 m3/sec, the 100 year return period (Q100) is 67.74 m3/sec. To overcome flood problems, one of the flood control methods used is the construction of a check dam upstream with a storage volume of 269,340 m3.
Analisis Kebutuhan Air Irigasi Menggunakan Aplikasi Software Cropwat Daerah Irigasi Palioi Kindang Kabupaten Bulukumba Wiradinata, Nurdiansyah; Badrun, Burhanuddin; Cangara, Satriawati
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 2 No. 2 (2024): Jurnal Penelitian Teknik Sipil Konsolidasi, Mei 2024
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jptsk.v2i2.3340

Abstract

The Palioi irrigation area, Bulukumba Regency, has a land area of 23.51 Ha with the main water source being the Bangsalayya Weir which is located in Borong Rappoa Bulukumba village, due to land conversion causing the irrigation channels in this area to be less than optimal. The aim of this research is to review Palioi's irrigation water needs. Calculations were carried out using the Cropwat software application version 8.0. This application is very helpful in managing data so that it produces data that can be used. The need for irrigation water starts from the beginning of April using a planting pattern for secondary crops, rice and secondary crops. The results of this research show that the existing irrigation water discharge is 4.41 m³/deck, with an irrigated land area of 23.51 Ha, whereas by using the Cropwat Software Application the irrigation water discharge is 3.84 m³/deck, with The area of land that is irrigated is 23.51 Ha. The results of this research show that with land conversion, the existing availability of irrigation water is still sufficient for irrigation water needs for DI Palioi
Strategi Kebijakan Pengelolaan Danau Tempe sebagai Sumber Air Bersih Masyarakat di Kabupaten Wajo Yusuf, Andi Rumpang; Cangara, Satriawati; Akrim, Djusdil; Prasanti, Savitri; Syahrir, Suryani
JEBE: Journal of Environment Behavior and Engineering Vol. 1 No. 1 (2023): Journal of Environment Behavior and Engineering, Juni 2023
Publisher : Program Studi Teknik Lingkungan Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jebe.v1i1.2136

Abstract

Danau Tempe sebagai salah satu sumber daya air di Indonesia memiliki permasalahan genangan permanen di kawasan permukiman. Masalah ini membatasi akses masyarakat terhadap sumber air bersih. Kajian ini mengkaji keterbatasan akses masyarakat terhadap air bersih di sekitar Danau Tempe dan strategi pengelolaan Danau Tempe sebagai sumber air bersih bagi masyarakat. Metode penelitian yang digunakan adalah deskriptif kuantitatif dengan pendekatan survey. Metode statistik deskriptif menggambarkan kondisi akses air masyarakat dan metode Analytical Hierarchy Process. Hasil penelitian menunjukkan bahwa akses air masyarakat sangat rendah sesuai dengan tiga indikator yaitu kualitas sumber air, lokasi sumber air bersih dan keberlanjutan ketersediaan air bersih. Hasil analisis strategi pengelolaan danau tempe sebagai sumber air bersih menunjukkan bahwa peran pemerintah lebih penting dibandingkan dengan lembaga swasta dan lembaga masyarakat. Strategi utama dalam pengelolaan air bersih adalah penyediaan pengolahan air secara komunal yang didukung oleh peran serta masyarakat. Lake Tempe as one of the water resources in Indonesia has permanent puddle problems in settlement area. This problem limits public access to clean water sources. This study reviews the society’s limited access of clean water around Lake Tempe and the management strategy of Lake Tempe as a source of clean water for the society. The research method is descriptive quantitative with survey approach. Descriptive statistical methods describe the condition of the society water access and the method of Analytical Hierarchy Process. The results showed that society water access was very low in accordance with the three indicators, namely the quality of water sources, the location of the source of clean water and the sustainability of the clean water availability. The analysis result of tempe lake management strategy as a source of clean water showed that government plays an important role compared with private institutions and society institutions. The main strategy in clean water management is the provision of communal water treatment supported by participation of the society
PENGEMBANGAN PRODUK EKSPOR BAGI ALAT TENUN BUKAN MESIN (ATBM) SUTRA DI PAKKANNA KECAMATAN TANASITOLO KABUPATEN WAJO Suriani, Seri; Cangara, Satriawati; Moelier, Dahlia Dahlima
Jurnal Dinamika Pengabdian Vol. 4 (2018): JURNAL DINAMIKA PENGABDIAN VOL. 4 NO. (EDISI KHUSUS) NOVEMBER 2018
Publisher : Departemen Budidaya Pertanian Fakultas Pertanian UNHAS

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20956/jdp.v4iK.5443

Abstract

 Sutra merupakan komuditas unggulan yang dikembangkan di Kabupaten Wajo khususnya di Desa Pakkanna, Usaha ini merupakan usaha turun temurun sehingga sangat minim kualitas produk dan keterbatasan kapasitas produk karena menggunakan ATBM atau Alat Tenun Bukan Mesin, dibandingkan sutra dari negara lain. Selain itu sistem pemasaran yang dilakukan sangat terbatas pada permintaan dari industri Batik jogya dan Pakalongan. Sutra yang dikembangkan di kabupaten wajo merupakan sutra putih bahan baku batik, belum ada motif tersendiri atau motif khas daerah sehingga keberadaannya kurang diminati pasar Internasional, Selain itu belum diikutkannya pameran-pameran diluar daerah sehingga volume penjualan juga masih rendah. Dengan adanya Program Pengembangan produk Eksport (PPPE) bagi UKM ATBM Sutra di Desa Pakkanna bertujuan untuk memacuh pertumbuhan eksport Sutra melalui pameran-pameran, Meningkatkan kualitas produk dan Kapasitas produksi, mengembangkan Link & Macth antara UKM ATBM Sutra, Pemda Kabupaten Wajo, pembeli luar negeri, Universitas Bosowa dan Masyarakat Luas. Keyword: Sutra, Alat Tenun Bukan Mesin (ATBM) Sutra.
Tinjauan Kebutuhan Air Irigasi DI. Pamukkulu Kab. Takalar Nugraha, Muhammad Agung; Yusuf, Andi Rumpang; Cangara, Satriawati
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 2 No. 3 (2024): Jurnal Penelitian Teknik Sipil Konsolidasi, September 2024
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jptsk.v2i3.3019

Abstract

The Pamukkulu irrigation area is located in Kab. Takalar with an area of 6005.9 ha where the main water source comes from the Pamukkulu river basin by taking irrigation water from the Pamukkulu Weir, Cakura Weir and Jenemarung Weir. This study aims to analyze the availability of water using reliable discharge (Q80%) using rainfall data using the FJ.Mock method, and to analyze irrigation water requirements in the Pamukkulu irrigation area. The results of the analysis obtained the amount of reliable discharge (Q80%) of 524,06 m3/s with an average reliable discharge of 21,84 m3/s. Meanwhile, the water demand in the Pamukkulu irrigation area is 82,33 m3/sec with an average irrigation water requirement of 3,43 m3/sec. Based on the results of the calculation of the availability of irrigation water to meet the needs of irrigation water, it was concluded that there was a surplus/excess water in meeting the needs of irrigation water in the Pamukkulu irrigation area.
Analisis Kebutuhan Dan Ketersediaan Air Irigasi Di Kalukku Dengan Metode FJ Mock Afdal, Muhammad Wahid; Yusuf, Andi Rumpang; Cangara, Satriawati
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 2 No. 3 (2024): Jurnal Penelitian Teknik Sipil Konsolidasi, September 2024
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jptsk.v2i3.3336

Abstract

Water requirements in irrigation are very variable depending on land conditions and management. This research aims to determine the mainstay discharge in the watershed and water availability to meet water needs in Kalukku, Mamuju district. These needs include evaporation, plant needs, and water loss. Therefore, it is planned to determine the amount of reliable discharge that can be relied upon for water availability in the Kalukku watershed and the value of raw water availability in meeting water needs in irrigation areas in Kalukku. The aim of this research is to determine the amount of reliable discharge that can be relied upon for water availability in the Kalukku watershed and to determine the value of raw water availability in meeting water needs in irrigation areas in Kalukku. This research focuses on the irrigation area of the Kalukku River through the wide Kalukku Dam. The research results show that the mainstay discharge (Q80) of rainfall is 21.96 m3/sec, Q50 is 39.00 m3/sec, and Q20 is 60.06 m3/sec. The availability of irrigation water in D.I Kalukku is sufficient to meet the needs of rice plants in three growing seasons. There is a water surplus in MT1 and adequate supply in MT2 and MT3. This shows that D.I Kalukku has sufficient water supply for rice farming in that planting season. The availability of irrigation water is 128.9 m3/sec while the irrigation requirement is 17.7 m3/sec. This shows that there is enough water available to meet the needs of plants in MT3.
Analisis Pengendalian Banjir pada Wilayah Kelurahan Takkalasi Kabupaten Barru Ishak, Wanda Mey Fasthika; Yusuf, Andi Rumpang; Cangara, Satriawati
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 3 No. 2 (2025): Jurnal Penelitian Teknik Sipil Konsolidasi, Mei 2025
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jptsk.v3i2.4222

Abstract

Flooding is the most frequent natural disaster in Indonesia. It is defined as a condition in which a region is submerged by a large volume of water due to high rainfall. Takkalasi Village, through which the Takkalasi River flows, is considered a flood-prone area. Given the recurring floods, a comprehensive study is needed to find solutions. This research was conducted in Barru Regency, specifically in the Takkalasi River, aiming to analyze rainfall intensity and flood discharge for 25, 50, and 100-year return periods, as well as flood control methods. The planned flood discharge was analyzed using the Nakayasu Synthetic Unit Hydrograph (HSS) method, yielding 25-year (Q25) discharge at 77.22 m³/s, 50-year (Q50) at 78.64 m³/s, and 100-year (Q100) at 79.97 m³/s. Analysis showed river overflow at 67.888 m³/s, indicating that when both high tides and continuous rainfall for up to 7 hours occur, flooding affects the Takkalasi area. To mitigate this, the construction of two water gates along the Takkalasi River is necessary to prevent overflow during such events.