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PENYAJIAN DATA TEKNIS SUMUR RESAPAN BERBASIS SISTEM INFORMASI GEOGRAFIS (SIG) DALAM UPAYA MENDUKUNG KEBIJAKAN PENGELOLAAN SUMBER DAYA AIR YANG BERKELANJUTAN Joleha Joleha; Bochari Bochari; Alfian Malik; Suprasman Suprasman; Elianora Elianora; Safridatul Audah
JURNAL SENPLING MULTIDISIPLIN INDONESIA Vol 2, No 2 (2024)
Publisher : Pelantar Press

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52364/senpling.v2i2.21

Abstract

The Population growth and development in an area lead to increased water demand and reduced use of green land. These changes can cause environmental degradation, decrease in environmental quality and existing water resources. Therefore, wise and sustainable development is needed for society. In this case the Government of Pekanbaru City has included a policy on Water Resources and Infiltration Wells in the Regional Regulation (PERDA No. 10 of 2006). One of the main objectives of implementing the PERDA is to prevent stagnation of water during the rainy season which can be detrimental to the community, especially in residential areas and other buildings. However, some researchers has stated the reality in the field that the implementation of this PERDA is not going well. Technical provisions for the use of infiltration wells are water level elevation and soil permeability which must meet the requirements. Therefore, this study aims to measure the elevation of the groundwater table, test the permeability of the soil and present the test values and measurements on a spatial map Therefore, this study aims to measure the elevation of the groundwater table, test the permeability of the soil and present the test and measurement values into a spatial map based on a geographic information system (GIS). This spatial map depicts the coordinates of sampling points that provide information on permeability values and groundwater levels, as well as recommendations for making infiltration wells at each sample point that meet the requirements. Thus, this spatial map can help residents or the government to obtain information on which locations are recommended for infiltration wells, because not all locations can be used. 
Hubungan Jumlah Kecelakaan Lalu Lintas Terhadap Jumlah Faktor-Faktor Penyebab Kecelakaan di Pekanbaru Rhoma Putra, Benny Hamdi; Elianora, Elianora; Prakasa, Rizqy Ridho
Prosiding Sains Nasional dan Teknologi Vol 14, No 1 (2024): PROSIDING SEMINAR NASIONAL SAINS DAN TEKNOLOGI 2024
Publisher : Fakultas Teknik Universitas Wahid Hasyim

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36499/psnst.v14i1.11572

Abstract

Kecelakaan lalu lintas merupakan masalah serius yang selalu terjadi dari waktu ke waktu di jalan. Kecelakaan lalu lintas terjadi dari kombinasi beberapa faktor yang terdiri dari faktor manusia, faktor kendaraan, faktor jalan dan faktor lingkungan. Penelitian dilakukan pada jalan di Kota Pekanbaru. Data dari Ditlantas Polda Riau selama 2017-2023 tercatat sebanyak 1.433 kasus kecelakaan yang terjadi pada jalan di Pekanbaru. Penelitian bertujuan menganalisis hubungan antara jumlah kecelakaan dengan faktor penyebab kecelakaan. Data yang digunakan merupakan data sekunder berupa laporan data kecelakaan dari Ditlantas Polda Riau yang terdiri dari jumlah kecelakaan dan jumlah faktor-faktor penyebab kecelakaan. Metode yang digunakan yaitu uji korelasi spearman, uji t dan uji f. Berdasarkan hasil penelitian didapatkan dua variabel yang berhubungan signifikan terhadap jumlah kecelakaan di Pekanbaru yaitu hubungan sangat kuat variabel jumlah lengah (X1) sebesar r = 0,964 dan jumlah mengantuk (X3) sebesar r = 0,857. Berdasarkan uji hipotesis didapatkan dua variabel yang berpengaruh mendekati signifikan terhadap jumlah kecelakaan yaitu variabel jumlah lengah (X1) sebesar 0,123 dan jumlah batas kecepatan (X5) sebesar 0,177. Adapun hubungan hubungan jumlah kecelakaan terhadap faktor-faktor penyebab kecelakaan adalah sebagai berikut; Y = 51,240 + 0,825X1 + 0,673X2 + 0,800X3 + 0,830X4 + 0,605X5. Rekomendasi penanganan yang sebaiknya dilakukan adalah melakukan edukasi kepada pengguna jalan, pemasangan rambu dan pembuatan marka jalan.
Pengembangan Pengelolaan Bank Sampah IKHLAS Perumahan Putri Tujuh II Kelurahan Sidomulyo Barat Kecamatan Tuahmadani Kota Pekanbaru Joleha, Joleha; Hermita, Neni; Elianora, Elianora; Misriani, Merley; Yusnita, Yusnita; Fitri, Kurniawaty
Unri Conference Series: Community Engagement Vol 6 (2024): Seminar Nasional Pemberdayaan Masyarakat
Publisher : Lembaga Penelitian dan Pengabdian kepada Masyarakat Universitas Riau

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31258/unricsce.6.586-592

Abstract

Ikhlas Waste Bank is a newly established waste bank in 2023, located in Perumahan Putri Tujuh II, Sidomulyo Barat Village, Pekanbaru City. This waste bank currently has a relatively small number of customers, comprising only about 24% of the households. Additionally, the activities at the waste bank are still in the early stages of sorting waste. Therefore, the development of the waste bank is expected to improve waste management, both in terms of increasing the number of customers and expanding the range of activities. The method for this initiative involves motivating and educating residents through outreach and socialization. The material includes encouraging residents to raise awareness about reducing waste at landfills (TPA) and turning waste into money by depositing it at the waste bank. Furthermore, training is provided on creative activities to utilize waste through 3R (Reduce, Reuse, Recycle) practices. The 3R waste utilization training is very popular among residents, as it provides new skills and knowledge and offers economic benefits. Various recycled products are made from waste, such as wallets, bags, laptop cases, tumbler covers, and more. These products can be used personally or marketed online. Thus, the waste bank not only collects waste from the community but also transforms it into useful items.
IDENTIFIKASI MASALAH GENANGAN BANJIR DI DESA AUR SATI KABUPATEN KAMPAR, RIAU Bambang Sujatmoko; Yohanna Lilis Handayani; Rinaldi Rinaldi; Buchori Buchori; Elianora Elianora; Ismeddiyanto Ismeddiyanto
BHAKTI NAGORI (Jurnal Pengabdian kepada Masyarakat) Vol. 3 No. 1 (2023): BHAKTI NAGORI (Jurnal Pengabdian kepada Masyarakat) Juni 2023
Publisher : LPPM UNIKS

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36378/bhakti_nagori.v3i1.2616

Abstract

Permasalahan drainase di Desa Aur Sati Kecamatan Tambang Kabupaten Kampar adalah timbulnya genangan air di beberapa titik lokasi dan juga munculnya bau yg tak sedap akibat pembuangan limbah rumah tangga yang semrawut. Untuk memecahkan masalah drainase yang ada di desa Aur sati, maka langkah awal yang dilakukan adalah melakukan identifikasi masalah genangan banjir. Identifikasi dilakukan melalui wawancara, pengamatan lapangan, dan pengolahan data citra Lansat dengan geographic information sistem (GIS). Hasil penelitian menunjukkan bahwa genangan banjir terjadi di 3 titik yaitu di Dusun 1, Dusun 2 dan Dusun 4. Penyebab genangan tersebut adalah drainase yang belum terpadu, kondisi saluran drainase juga tidak layak, elevasi yang rendah dibanding sekelilingnya dan pembuangan sampah di saluran drainase sehingga mengakibatkan sumbatan di saluran. Untuk memecahkan masalah genangan banjir yang ada, hasil identifikasi yang telah dilakukan perlu ditindaklanjuti dengan evaluasi dimensi saluran tiap segmen genangan di masing-masing Dusun terdampak. Kata kunci:identifikasi masalah genangan, drainase, desa Aur Sati, sebaran genangan
Optimalisasi Penempatan Tower Crane Pada Proyek Pembangunan Gedung Pascasarjana, Universitas Riau Salsabila, Assyfa; Iriana, Rian Trikomara; Djuniati, Sri; Sebayang, Mardani; Elianora, Elianora
Jurnal Ilmiah Rekayasa Sipil Vol 21 No 2 (2024): Oktober 2024
Publisher : Pusat Penelitian dan Pengembangan Masyarakat (P3M), Politeknik Negeri Padang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30630/jirs.v21i2.1425

Abstract

The increase in building and infrastructure development in Indonesia demands effectiveness and efficiency in construction projects, particularly in the selection and placement of heavy equipment such as tower cranes. This study focuses on optimizing the placement of a tower crane in the construction project of the Graduate Building of Universitas Riau, planned to have 6 floors with a height of 31.45 meters. The main issues include delays in structural progress and the tower crane being positioned close to the maximum jib reach, which decreases lifting speed and increases cycle time, ultimately raising operational costs. The research aims to find a placement that maximizes productivity and minimizes operational costs. The methods employed include direct observation and interviews. Observations were conducted on 20 columns at elevation 13.45 meters on the 3rd floor to determine the tower crane cycle time. Data analysis compared cycle times between the existing placement and two alternative placements. The study results indicate that the existing placement requires 598.195 hours with operational costs of Rp1,402,373,077.80, while alternative 7 requires 590.637 hours costing Rp1,389,917,824.27, and alternative 9 requires 606.393 hours costing Rp1,415,882,093.32. The time and cost difference between alternative 7 and the existing setup is 7.558 hours faster and Rp12,455,253.54 cheaper. Hence, the optimal position for the tower crane is alternative 7 at coordinates 764722.537; 53537.493. This placement demonstrates that a shorter distance between the tower crane and the supply point enhances productivity and reduces operational costs.
Developing a Small-Scale Experimental Method for Evaluating the Effectiveness of Soil Improvement Using Prefabricated Vertical Drains Misriani, Merley; Hakam, Abdul; Joleha, Joleha; Elianora, Elianora; Pebrilista Putri, Eka; Hasian, Dodi Kifrah
Journal of the Civil Engineering Forum Vol. 11 No. 2 (May 2025)
Publisher : Department of Civil and Environmental Engineering, Faculty of Engineering, Universitas Gadjah Mada

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22146/jcef.13547

Abstract

Soft soils pose significant challenges in infrastructure development due to their low bearing capacity and high compressibility, which cause settlement and deformation over time through consolidation. Despite advancements in soil improvement techniques, faster and more efficient methods for accelerating soil consolidation remain crucial for achieving structural stability in a reasonable timeframe. Prefabricated Vertical Drains (PVD) have been widely adopted to accelerate soil consolidation, with their effectiveness typically evaluated through field-scale studies. However, field experiments can be time-consuming, costly, and influenced by site-specific variables, making controlled assessments challenging. We developed a small-scale laboratory experiment to evaluate the effect of PVD on soil consolidation. Soil samples were collected from the Padang-Pekanbaru Toll Road construction site in West Sumatra, Indonesia. Under controlled laboratory settings, two models were constructed—one with PVD and one without—using PVC pipes (20.32 cm diameter, 3.0 m height) filled with saturated soil to simulate field-scale soil columns. We found that PVD significantly enhanced soil consolidation. The rate of settlement on conditions without PVD was 1.2 times slower than that with PVD, particularly under lower loads. In contrast, PVD-enhanced models exhibit 5.3 times faster and greater settlement than conditions without PVD, along with 7.15 times higher water discharge. Metrics such as the coefficient of consolidation (Cv) and t90 values reinforced that PVD accelerated the consolidation process, particularly when subjected to higher loads. This study ultimately supports the development of more reliable laboratory methods for evaluating PVD applications, thereby enhancing design decisions across various consolidation scenarios and providing valuable insights for future infrastructure projects.
Evaluasi Kerusakan Jalan Merpati Sakti Dengan Metode Pavement Condition Index (PCI) Elianora; Rurianti, Dwi Visti; Misriani, Merley; Marpaung, Horas Saut; Djuniati, Sri; Sitepu, Epa Lukesih
Jurnal Vokasi Manajemen Dan Rekayasa Infrastruktur Sipil Vol. 1 No. 1 (2024): JULI-DESEMBER 2024
Publisher : Teknik Sipil Universitas Riau

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56208/jvmatriks.v1i1.5

Abstract

Road damage is a condition where the quality of the road pavement decreases so that it can disrupt the comfort and safety of road users. On the Merpati Sakti road there is a lot of damage which can pose a risk of accidents. The aim of this research is to determine the types of damage and determine the index value of the flexible pavement condition on Merpati Sakti road. This research method uses the Pavement Condition Index (PCI) method. The data required includes the type of road damage, road dimensions, damage dimensions. The results of identifying the types of road damage found along the research location bleeding, potholes, depression, weathering/raveling, block crack, alligator cracks, diagonal cracks, transverse cracks, edge cracking and patching. The average Pavement Condition Index (PCI) value on Merpati Sakti road is 21.5. From the results of this research it can be concluded that the damage on Merpati Sakti road using the PCI (Pavement Condition Index) method is very poor. The recommendations from this research require serious treatment from the government to immediately carry out repairs so that the damage does not become worse.
Studi Kinerja Jalan Cipta Karya Kota Pekanbaru Putra, M Riko; Djuniati, Sri; Elianora; Rurianti, Dwi Visti; Misriani, Merley; Marpaung, Horas Saut M
Jurnal Vokasi Manajemen Dan Rekayasa Infrastruktur Sipil Vol. 2 No. 1 (2025): JANUARI-JUNI 2025
Publisher : Teknik Sipil Universitas Riau

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56208/jvmatriks.v2i1.14

Abstract

Cipta Karya Street, located in Tampan District, Pekanbaru City, functions as a local road connecting HR. Soebrantas Street with Matoa and Cipta Karya Ujung Streets. This area experiences high vehicle density, contributing to congestion issues. A traffic volume survey was conducted at STA 00+100–00+300 on June 10, 13, and 15, 2024. The highest traffic volume was recorded on Monday, June 10, 2024, during peak hours (07.00–08.00 WIB) with 2,845 vehicles/hour or 1,235.2 pcu/hour. The side resistance value of 238.7 indicates a low level (L), while the road capacity is 1,442.5 pcu/hour. The free-flow speed of light vehicles was calculated at 33.81 km/hour. Based on the degree of saturation (DS) of 0.85, the road section performance is within acceptable limits according to PKJI (2014), indicating a stable traffic flow. However, the level of service (LOS) is classified as D, suggesting the flow is nearing instability, although the average speed remains above 25 km/hour. These findings highlight the need for traffic management strategies to prevent further decline in service level.
Kajian Tingkat Kerusakan Jalan Cipta Karya Kecamatan Tampan Kota Pekanbaru Dengan Pendekatan Pavement Condition Index (PCI) M. Rahmad Hidayat; Shalahuddin, Muhammad; Djuniati, Sri; Elianora; Saut, Horas; Rurianti, Dwi Visti
Jurnal Vokasi Manajemen Dan Rekayasa Infrastruktur Sipil Vol. 2 No. 1 (2025): JANUARI-JUNI 2025
Publisher : Teknik Sipil Universitas Riau

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56208/jvmatriks.v2i1.16

Abstract

Cipta Karya Road in Pekanbaru City has a 2-lane, 2-way undivided road type with a length of about 3.3 kilometers and a lane width of about 5  meters. This road connects Jalan Bersama with  Jalan HR. Soebrantas and is located in Tampan District. Based on observations, the surface of Cipta Karya Road in Simpang Baru Village has experienced a lot of damage due to weather, vehicle loads, and other factors.  The damage is  in  the  form of  patches, holes,  cracks,  and collapses so that an investigation and assessment of the damage is needed. Factors causing damage include old road age, poor asphalt quality, air flow, and excessive load. The study aims to determine the type of damage and the value of road conditions to determine how to repair it. One assessment using the PCI system shows that there are 7 types of damage and a PCI value of 31 which is included in the bad category. The recommendation is that the government must immediately make repairs.
The Effect of Competency and Working Environment on Employee Performance through Motivation as Intervening Variable: The Case of Bank Sumsel Babel Syariah Palembang Branch Elianora, Elianora; Idris, Muhammad; Trihandayani, Zaleha
International Journal of Business, Management and Economics Vol. 6 No. 3 (2025): International Journal of Business, Management and Economics
Publisher : Training & Research Institute - Jeramba Ilmu Sukses (TRI-JIS)

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47747/ijbme.v6i3.3020

Abstract

This study aims to determine the effect of competency and work environment on employee performance, with motivation serving as an intervening variable. The subjects of this study were employees of Bank Sumsel Babel Palembang Syariah Branch. The sampling technique employed was probability sampling, utilizing a cluster random sampling method. The research method employed was associative research, utilizing primary data collected through questionnaire responses. The analysis technique used was structural equation modeling (SEM). The result of this study : (1) There is a significant influence of competence on employee performance at Bank Sumsel Babel Palembang Syariah Branch, (2) There is a significant influence of work environment on employee performance at Bank Sumsel Babel Palembang Syariah Branch, (3) There is a significant influence of competence on motivation at Bank Sumsel Babel Palembang Syariah Branch, (4) There is a significant influence of work environment on motivation at Bank Sumsel Babel Palembang Syariah Branch, (5) There is a significant influence of motivation on employee performance at Bank Sumsel Babel Palembang Syariah Branch.
Co-Authors Abdul Hakam Adaira, Salsabila D. Adha, Ulfa K. Akbar, Bagus Muhammad Aksana, Anandaku Alfian Malik Alifian Malik Anjeri, Wan Muhammad Antos Gazali Aprilia, Khoirunnisa Ari Sandhyavitri Azhari Bambang Sujatmoko Benny Hamdi Rhoma Putra Bochari - Buchori Buchori Buchori Buchori, Buchori Chelsy Safira Choryn Munadiyatul Haq Edi Yusuf Adiman Elvi Yenie, Elvi Ere Zij Sheagle S Ermiyati Ermiyati fakhri Fakhri Fakhri Febri Rahman Gunawan Wibisono Gussyafri Halimah Tusaddiah Hasian, Dodi Kifrah Hendra Taufik Hendro Ekwarso Hidayati, Ermi Horas Saut Horas Saut.M.M Ichsanuddin, Muhammad Imam Suprayogi Iskandar Iskandar Ismeddyanto, Ismeddiyanto Jauhari, Agit Joleha, Joleha Karizal Karizal Kurniawaty Fitri Kurniawaty Fitri Leo Sentosa Linda Erly Linda Erly Lisa Suryani M Andy Kurniawan Lubis M Yusa M. Nurul M. Rahmad Hidayat M. Rilly A Yogi M. Rilly Aka Yogi M. Yusa Marbun, Douglas Mardani Sebayang Marpaung, Horas Saut Marpaung, Horas Saut M Meliana Siagian MERLEY MISRIANI Mubarikah Mubarikah Muhamad Yusa Muhammad Ichsnuddin Muhammad Idris Muhammad Shalahuddin Muhammad Yusa Nasution, Rahmi N. A. Neni Hermita Nurdin Nurdin Nurul Amalia Nurul Amalia Pebrilista Putri, Eka Pedia Aldy Pramono, Riko Aditiya Putra, M Riko Putri Dwi Wulandari Rahman, Febri Rahmi Nur Anisah Nasution Rama Setiawan Rian Trikomara Iriana Ridha Amalia Rinaldi Rinaldi Rinaldi Rinaldi Rizky Anandaku Aksana Rizky Ridho Prakasa Rizqy Ridho Prakasa Rurianti, Dwi Visti Safridatul Audah Salsabila Ditha Adaira Salsabila, Assyfa Saut, Horas Siagian, Rizky M. Sitepu, Epa Lukesih Sri Djuniati Sri Djuniati Suprasman Suprasman Ulfa Khairiyah Adha Wan Muhammad Anjeri Fachrowi Wulandari, Putri D. Yogi Yogi Yohanna Lilis H Yosi Alwinda Yusa, M Yusa, Muhammad YUSNITA YUSNITA Zaleha Trihandayani Zulfahmi Zulfahmi Zulkifli Nurdin ZULKIFLI ZULKIFLI